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[null,null,null,null,"ข้อมูลเริ่มต้น  โปรแกรมประมาณราคางานทาง   "]
[null,null,null,null,"ป้อนข้อมูลในแถม   สีเหลือง  เท่านั้น"]
[null,null,null,null,"          ชื่อโครงการ","โครงการก่อสร้างถนน คสล.  บ้านหนองลาดใต้  หมู่ที่ 8   "]
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[null,null,null,null,"          หน่วยงานเจ้าของโครงการ","สำนักงานเทศบาลตำบลหนอลาด",null,null,null,null,null,null,"พื้นที่ฝนชุก",null,null,null,null,null,null,2,{"$f":"IF(V8>2,\" \",IF($V$8=1,\"งานรองพื้นทางลูกรัง\",\"งานรองพื้นทางลูกรัง\"))","v":"งานรองพื้นทางลูกรัง"},null,null,2,{"$f":"IF(V8>2,\" \",IF($V$8=1,\"งานพื้นทางหินคลุก\",\"งานทรายรองใต้ผิวคอนกรีต\"))","v":"งานพื้นทางหินคลุก"},null,null,null,2,{"$f":"IF(V8>2,\" \",IF($V$8=1,\"งานวัสดุคัดเลือกเป็นลูกรัง\",\"งานวัสดุคัดเลือกเป็นลูกรัง\"))","v":"งานวัสดุคัดเลือกเป็นลูกรัง"},null,null,2,"งานปรับเกลี่ยแต่งคันทางเดิม"]
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[null,null,null,null,"          คำนวณราคากลางเมื่อวันที่"," 30   กรกฏาคม  2555",null,null,null,null,null,null,"ฝนชุก",{"$f":"AB44","v":"ปกติ"},null,null,null,null,null,4,{"$f":"IF(V8>2,\" \",IF($V$8=1,\"  \",\"งานหินคลุกรองใต้ผิวทางคอนกรีต\"))","v":"  "},null,null,4,{"$f":"IF(V8>2,\" \",IF($V$8=1,\"งานพื้นทางดินซีเมนต์\",\"  \"))","v":"งานพื้นทางดินซีเมนต์"},null,null,null,null,null,null,null,4,"งานขุดรื้อพื้นทางหินคลุกเดิม หนา  10 ซม. แล้วบดทับ  "]
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[null,null,null,null,null,"ป้อนข้อมูลโครงสร้างทาง",null,null,null,null,null,null,null,null,null,null,null,null,null,3,"ลูกรัง บดอัดแน่น",null,null,3,{"$f":"IF(V8=1,\"แอสฟัลต์คอนกรีต\",\" \")","v":"แอสฟัลต์คอนกรีต"},null,null,null,3,{"$f":"IF(V8=2,\"ตีเส้นจราจรผิวทางคอนกรีต\",\" \")","v":" "}]
[null,null,null,null,"ชนิดของผิวทาง",null,null,"หนา",20," ซม.",{"$f":"IF($V$8>2,\" \",\"ชนิดของไหล่ทาง\")","v":"ชนิดของไหล่ทาง"},null,null,null,null,null,null,null,null,4,"ลูกรัง ปรับเกลี่ยแต่ง",null,null,4,{"$f":"IF(V8=2,\" \",\" \")","v":" "}]
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[null,null,null,null,"            งานดินตัด , ดินถมคันทาง  ",null,null,null,null,null,null,{"$f":"ROUNDDOWN((L13/2)/4800,0)","v":3},"บาท / ลบ.ม.",null,null,null,null,null,null,2,"ไม่มี"]
[null,null,null,null,"งานปรับเกลี่ยแต่งคันทางเดิม  ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(T23=\" \",0,T23*Y23)","v":6000},{"$f":"IF(X23=\" \",0,X23*AA23)","v":1000},{"$f":"W20+X20","v":8350}]
[null,null,null,null,"   ช่วงที่ 1  จาก กม. ที่  ",0,"ถึง กม. ที่  ",1000,"ผิวจราจรกว้าง  ",null,6,"  ม.",{"$f":"AA8","v":"ไหล่ทางกว้างข้างละ"},1,"  ม.","ลาดถมคันทาง",null,null,null,null,null,null,{"$f":"IF(T24=\" \",0,T24*Y24)","v":1200},{"$f":"IF(X24=\" \",0,X24*AA24)","v":150}]
[null,null,null,null,"   ช่วงที่ 2  จาก กม. ที่  ",0,"ถึง กม. ที่  ",300,"ผิวจราจรกว้าง  ",null,4,"  ม.",{"$f":"AA8","v":"ไหล่ทางกว้างข้างละ"},0.5,"  ม.","(Side  Slope)",null,null,null,null,{"$f":"N103","v":1300},{"$f":"(U18*U19)/2.5","v":52},{"$f":"IF(T25=\" \",0,T25*Y25)","v":0},{"$f":"IF(X25=\" \",0,X25*AA25)","v":0}]
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[null,null,null,null,"   ช่วงที่ 4  จาก กม. ที่  ",null,"ถึง กม. ที่  ",null,"ผิวจราจรกว้าง  ",null,null,"  ม.",{"$f":"AA8","v":"ไหล่ทางกว้างข้างละ"},null,"  ม.",null,null,null,null,null,null,null,{"$f":"SUM(W16:W19)","v":7200},{"$f":"SUM(X16:X19)","v":1150}]
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[null,null,null,null,null,"ป้อนข้อมูล  ท่อกลม คสล.  กำแพงปากท่อกลมคอนกรีต  บ่อพัก คสล. และท่อเหลี่ยม คสล.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,2," 1 : 1.5",null,null,null,"ระยะทาง",null,"ไหล่ทาง"]
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[null,null,null,null,null,"ท่อกลมขนาด  ø  0.40 ม. ชั้น 3",null,1,"   เมตร",null,"ท่อกลมขนาด  ø  1.20 ม. ชั้น 3",null,1,"   เมตร",null,null,null,null,null," ",{"$f":"MIN(T23:T26)","v":4},{"$f":"MIN(X23:X26)","v":0.5},null," ",{"$f":"IF(K19=0,0,(H19-F19))","v":0},null,{"$f":"IF(N19=0,0,(H19-F19))","v":0}]
[null,null,null,null,null,"ท่อกลมขนาด  ø  0.60 ม. ชั้น 3",null,1,"   เมตร",null,"ท่อกลมขนาด  ø  1.50 ม. ชั้น 3",null,1,"   เมตร",null,null,null,null,null," ",null,null,null," ",{"$f":"IF(K20=0,0,(H20-F20))","v":0},null,{"$f":"IF(N20=0,0,(H20-F20))","v":0}]
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[null,null,null,null,null,"งานบ่อพัก  คสล.",null,null,null,null,null,null,null,null,null,null,null,null,null,9,33.5,{"$f":"IF($W$29=T37,U37-0.5,V38)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"H50","v":30},{"$f":"H51","v":30},{"$f":"H52","v":30},{"$f":"H53","v":30},{"$f":"H54","v":30},{"$f":"H55","v":30},{"$f":"H56","v":30},{"$f":"H57","v":30},{"$f":"H58","v":30},{"$f":"H59","v":30},{"$f":"H60","v":30},{"$f":"H61","v":30},{"$f":"H62","v":700},{"$f":"H63","v":700},{"$f":"H64","v":250},{"$f":"H65","v":250},{"$f":"H66","v":250},{"$f":"H67","v":30},{"$f":"H68","v":30},{"$f":"H69","v":3},{"$f":"H70","v":3},{"$f":"H71","v":53},{"$f":"H72","v":2}]
[null,null,null,null,null,"บ่อพัก สำหรับท่อกลม  ø  0.30 ม.",null,1,"   แห่ง",null,"บ่อพัก สำหรับท่อกลม  ø  0.40 ม.",null,1,"   แห่ง",null,null,null,null,null,10,34.5,{"$f":"IF($W$29=T38,U38-0.5,V39)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"รถบรรทุก 10 ล้อและรถลากพ่วง(กรณีน้ำหนักไม่เกิน 47  ตัน)"]
[null,null,null,null,null,null,null,null,null,null,"บ่อพัก สำหรับท่อกลม  ø  0.60 ม.",null,1,"   แห่ง",null,null,null,null,null,11,35.5,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ค่าบรรทุก",null,null,null,null,{"$f":"IF(AV29>200,AV29*'10ล้อ+พ่วง'!$H$208,VLOOKUP(AV29,'10ล้อ+พ่วง'!$B$6:$D$205,2))","v":39.47},"บาท/ตัน",null,{"$f":"IF(AY37>200,AY37*'10ล้อ+พ่วง'!$H$208,VLOOKUP(AY37,'10ล้อ+พ่วง'!$B$6:$D$205,2))","v":39.47},{"$f":"IF(AZ37>200,AZ37*'10ล้อ+พ่วง'!$H$208,VLOOKUP(AZ37,'10ล้อ+พ่วง'!$B$6:$D$205,2))","v":39.47},{"$f":"IF(BA37>200,BA37*'10ล้อ+พ่วง'!$H$208,VLOOKUP(BA37,'10ล้อ+พ่วง'!$B$6:$D$205,2))","v":39.47},{"$f":"IF(BB37>200,BB37*'10ล้อ+พ่วง'!$H$208,VLOOKUP(BB37,'10ล้อ+พ่วง'!$B$6:$D$205,2))","v":39.47},{"$f":"IF(BC37>200,BC37*'10ล้อ+พ่วง'!$H$208,VLOOKUP(BC37,'10ล้อ+พ่วง'!$B$6:$D$205,2))","v":39.47},{"$f":"IF(BD37>200,BD37*'10ล้อ+พ่วง'!$H$208,VLOOKUP(BD37,'10ล้อ+พ่วง'!$B$6:$D$205,2))","v":39.47},{"$f":"IF(BE37>200,BE37*'10ล้อ+พ่วง'!$H$208,VLOOKUP(BE37,'10ล้อ+พ่วง'!$B$6:$D$205,2))","v":39.47},{"$f":"IF(BF37>200,BF37*'10ล้อ+พ่วง'!$H$208,VLOOKUP(BF37,'10ล้อ+พ่วง'!$B$6:$D$205,2))","v":39.47},{"$f":"IF(BG37>200,BG37*'10ล้อ+พ่วง'!$H$208,VLOOKUP(BG37,'10ล้อ+พ่วง'!$B$6:$D$205,2))","v":39.47},{"$f":"IF(BH37>200,BH37*'10ล้อ+พ่วง'!$H$208,VLOOKUP(BH37,'10ล้อ+พ่วง'!$B$6:$D$205,2))/1000*1.316","v":5.1942519999999999E-2},{"$f":"IF(BI37>200,BI37*'10ล้อ+พ่วง'!$H$208,VLOOKUP(BI37,'10ล้อ+พ่วง'!$B$6:$D$205,2))/1000","v":3.9469999999999998E-2},{"$f":"IF(BJ37>200,BJ37*'10ล้อ+พ่วง'!$H$208,VLOOKUP(BJ37,'10ล้อ+พ่วง'!$B$6:$D$205,2))","v":39.47},{"$f":"IF(BK37>200,BK37*'10ล้อ+พ่วง'!$H$208,VLOOKUP(BK37,'10ล้อ+พ่วง'!$B$6:$D$205,2))","v":910},{"$f":"IF(BL37>200,BL37*'10ล้อ+พ่วง'!$H$208,VLOOKUP(BL37,'10ล้อ+พ่วง'!$B$6:$D$205,2))","v":910},{"$f":"IF(BM37>200,BM37*'10ล้อ+พ่วง'!$H$209,VLOOKUP(BM37,'10ล้อ+พ่วง'!$B$6:$D$205,3))","v":457.5},{"$f":"IF(BN37>200,BN37*'10ล้อ+พ่วง'!$H$209,VLOOKUP(BN37,'10ล้อ+พ่วง'!$B$6:$D$205,3))","v":457.5},{"$f":"IF(BO37>200,BO37*'10ล้อ+พ่วง'!$H$209,VLOOKUP(BO37,'10ล้อ+พ่วง'!$B$6:$D$205,3))","v":457.5},{"$f":"IF(BP37>200,BP37*'10ล้อ+พ่วง'!$H$209,VLOOKUP(BP37,'10ล้อ+พ่วง'!$B$6:$D$205,3))","v":55.26},{"$f":"IF(BQ37>200,BQ37*'10ล้อ+พ่วง'!$H$209,VLOOKUP(BQ37,'10ล้อ+พ่วง'!$B$6:$D$205,3))","v":55.26},{"$f":"IF(BR37>200,BR37*'10ล้อ+พ่วง'!$H$209,VLOOKUP(BR37,'10ล้อ+พ่วง'!$B$6:$D$205,3))","v":7.75},{"$f":"IF(BS37>200,BS37*'10ล้อ+พ่วง'!$H$209,VLOOKUP(BS37,'10ล้อ+พ่วง'!$B$6:$D$205,3))","v":7.75},{"$f":"IF(BT37>200,BT37*'10ล้อ+พ่วง'!$H$209,VLOOKUP(BT37,'10ล้อ+พ่วง'!$B$6:$D$205,3))","v":97.2},{"$f":"IF(BU37>200,BU37*'10ล้อ+พ่วง'!$H$209,VLOOKUP(BU37,'10ล้อ+พ่วง'!$B$6:$D$205,3))","v":6.07}]
[null,null,null,null,null,"งานท่อเหลี่ยม คสล.  New R.C. Box Culverts",null,null,null,null,null,null,null,null,null,null,null,null,null,12,36.5,0,null,1,"ขนาดเบา",{"$f":"IF(AA40=1,Y40,IF(AA40=2,Y41,IF(AA40=3,Y42,IF(AA40=4,Y43))))","v":"ขนาดเบา"},1,{"$f":"IF(AA40=1,'ค่าดำเนินการ+ค่าเสื่อมราคา'!G7,IF(AA40=2,'ค่าดำเนินการ+ค่าเสื่อมราคา'!G8,IF(AA40=3,'ค่าดำเนินการ+ค่าเสื่อมราคา'!G9,IF(AA40=4,\" \"))))","v":1.29},1,"รถบรรทุก 6 ล้อ",2,{"$f":"IF(AE40=1,AD40,IF(AE40=2,AD41,IF(AE40=3,AD42,)))","v":"รถบรรทุก 10 ล้อ"},null,null,null,null,null,null,null,null,null,null,"ค่าบรรทุก",null,null,null,null,{"$f":"IF(AV29>200,AV29*'10ล้อ+พ่วง'!$H$209,VLOOKUP(AV29,'10ล้อ+พ่วง'!$B$6:$D$205,3))","v":55.26},"บาท/ลบ.ม."]
[null,null,null,null,null,"กม.",null,100,null,"ขนาด",null,null,{"$f":"สรุปตารางกำแพงbox!A3","v":"1-1.80x1.80"},null,null,null,null,null,null,13,37.5,0,null,2,"ขนาดกลาง",null,1,null,2,"รถบรรทุก 10 ล้อ"]
[null,null,null,null,null,"ความยาว",null,10,null,"  ม.",null,null,null,null,null,null,null,null,null,14,38.5,0,null,3,"ขนาดหนัก",null,1,null,3,"รถบรรทุก 10 ล้อ + ลากพ่วง"]
[null,null,null,null,null,"ราคาต้นทุนต่อแห่ง",null,{"$f":"ค่างานต้นทุนต่อหน่วย!$P$554","v":213810.96},null,"  บาท(ไม่รวม Factor F )",null,null,null,null,null,null,null,null,null,15,39.5,0,null,4,"ไม่มี",null,1]
[null,null,null,null,null,"จำนวน",null,1,null,"  แห่ง",null,null,null,null,null,null,null,null,null,16,40.5,0,{"$f":"IF(AA44=1,Y44,IF(AA44=2,Y45,IF(AA44=3,Y46,IF(AA44=4,Y47,IF(AA44=5,Y48,IF(AA44=6,Y49,IF(AA44=7,Y50,IF(AA44=8,Y51,IF(AA44=9,Y52,IF(AA44=10,Y53,IF(AA44=11,Y54,IF(AA44=12,Y55,IF(AA44=13,Y56,IF(AA44=14,Y57,IF(AA44=15,Y58,IF(AA44=16,Y59,IF(AA44=17,Y60,IF(AA44=18,Y61,IF(AA44=19,Y62,IF(AA44=20,Y63))))))))))))))))))))","v":"อื่นๆ"},1,"อื่นๆ",{"$f":"IF(AA44=1,0,IF(AA44>=2,1))","v":0},1,{"$f":"IF($Z$44=0,\"ปกติ\",\"ฝนชุก\")","v":"ปกติ"},1,"รถบรรทุก 6 ล้อ",2,{"$f":"IF(AE44=1,AD44,IF(AE44=2,AD45,IF(AE44=3,AD46,)))","v":"รถบรรทุก 10 ล้อ"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,17,41.5,0,null,2,"จันทบุรี",null,null,null,2,"รถบรรทุก 10 ล้อ"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,18,42.5,0,null,3,"ชุมพร",null,null,null,3,"รถบรรทุก 10 ล้อ + ลากพ่วง"]
[null,null,null,null,"ป้อนข้อมูลวัสดุ และค่าดำเนินการ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,19,43.5,0,null,4,"เชียงราย",null,1]
[null,null,null,null,"ชนิดของวัสดุ","หน่วย","ค่าวัสดุ ","ระยะขนส่ง ","ค่าขนส่ง ","ค่าขนขึ้นลง ","ค่าตัด / ดัดเหล็ก ","รวม ","ขนส่งด้วยรถบรรทุก",null,"หมายเหตุ",null,null,null,null,20,44.5,0,null,5,"ตรัง",null,null,null,1,"รถบรรทุก 6 ล้อ",3,{"$f":"IF(AE48=1,AD48,IF(AE48=2,AD49,IF(AE48=3,AD50,)))","v":"รถบรรทุก 10 ล้อ + ลากพ่วง"}]
[null,null,null,null,null,null,"(บาท)","(กม.)","(บาท)","(บาท)","(บาท)","(บาท)",null,null,null,null,null,null,null,21,45.5,0,null,6,"นครพนม",null,null,null,2,"รถบรรทุก 10 ล้อ"]
[null,null,null,null,"เหล็ก  RB  ø  6  มม.","บ./ตัน",25865.11,30,{"$f":"IF($AE$40=1,AY31,IF($AE$40=2,AY35,IF($AE$40=3,AY39)))","v":60.45},80,1980,{"$f":"ROUND((G50+I50+J50+K50),2)","v":27985.56},null,null,"จาก แหล่ง อ.เมือง จ.สกลนคร",null,null,null,null,22,46.5,0,null,7,"นครศรีธรรมราช",null,null,null,3,"รถบรรทุก 10 ล้อ + ลากพ่วง"]
[null,null,null,null,"เหล็ก  RB  ø  9  มม.","บ./ตัน",26660.560000000001,30,{"$f":"IF($AE$40=1,AZ31,IF($AE$40=2,AZ35,IF($AE$40=3,AZ39)))","v":60.45},80,1980,{"$f":"ROUND((G51+I51+J51+K51),2)","v":28781.01},{"$f":"AF40","v":"รถบรรทุก 10 ล้อ"},null,"จาก แหล่ง อ.เมือง จ.สกลนคร",null,null,null,null,23,47.5,0,null,8,"ปราจีนบุรี"]
[null,null,null,null,"เหล็ก  RB  ø  12  มม.","บ./ตัน",26255.39,30,{"$f":"IF($AE$40=1,BA31,IF($AE$40=2,BA35,IF($AE$40=3,BA39)))","v":60.45},80,1980,{"$f":"ROUND((G52+I52+J52+K52),2)","v":28375.84},{"$f":"$M$51","v":"รถบรรทุก 10 ล้อ"},null,"จาก แหล่ง อ.เมือง จ.สกลนคร",null,null,null,null,24,48.5,0,null,9,"ปัตตานี",null,null,null,1,"รถบรรทุก 6 ล้อ",3,{"$f":"IF(AE52=1,AD52,IF(AE52=2,AD53,IF(AE52=3,AD54,)))","v":"รถบรรทุก 10 ล้อ + ลากพ่วง"}]
[null,null,null,null,"เหล็ก  RB  ø  15  มม.","บ./ตัน",25854.21,30,{"$f":"IF($AE$40=1,BB31,IF($AE$40=2,BB35,IF($AE$40=3,BB39)))","v":60.45},80,1980,27974.66,"รถบรรทุก 10 ล้อ",null,"จาก แหล่ง อ.เมือง จ.สกลนคร",null,null,null,null,25,49.5,0,null,10,"พัทลุง",null,null,null,2,"รถบรรทุก 10 ล้อ"]
[null,null,null,null,"เหล็ก  RB  ø  19  มม.","บ./ตัน",25906.55,30,{"$f":"IF($AE$40=1,BC31,IF($AE$40=2,BC35,IF($AE$40=3,BC39)))","v":60.45},80,1980,28027,"รถบรรทุก 10 ล้อ",null,"จาก แหล่ง อ.เมือง จ.สกลนคร",null,null,null,null,26,50.5,0,null,11,"สงขลา",null,null,null,3,"รถบรรทุก 10 ล้อ + ลากพ่วง"]
[null,null,null,null,"เหล็ก  DB  ø  12  มม.","บ./ตัน",25167.97,30,{"$f":"IF($AE$40=1,BD31,IF($AE$40=2,BD35,IF($AE$40=3,BD39)))","v":60.45},80,1980,27288.42,"รถบรรทุก 10 ล้อ",null,"จาก แหล่ง อ.เมือง จ.สกลนคร",null,null,null,null,null,null,null,null,12,"สตูล"]
[null,null,null,null,"เหล็ก  DB  ø  16  มม.","บ./ตัน",24230.47,30,{"$f":"IF($AE$40=1,BE31,IF($AE$40=2,BE35,IF($AE$40=3,BE39)))","v":60.45},80,1980,26350.92,"รถบรรทุก 10 ล้อ",null,"จาก แหล่ง อ.เมือง จ.สกลนคร",null,null,null,null,null,null,null,null,13,"สุราษฎร์ธานี",null,null,null,1,"รถบรรทุก 6 ล้อ",2,{"$f":"IF(AE56=1,AD56,IF(AE56=2,AD57,IF(AE56=3,AD58,)))","v":"รถบรรทุก 10 ล้อ"}]
[null,null,null,null,"เหล็ก  DB  ø  20  มม.","บ./ตัน",24967.98,30,{"$f":"IF($AE$40=1,BF31,IF($AE$40=2,BF35,IF($AE$40=3,BF39)))","v":60.45},80,1980,27088.43,"รถบรรทุก 10 ล้อ",null,"จาก แหล่ง อ.เมือง จ.สกลนคร",null,null,null,null,null,null,null,null,14,"หนองคาย",null,null,null,2,"รถบรรทุก 10 ล้อ"]
[null,null,null,null,"เหล็ก  DB  ø  25  มม.","บ./ตัน",25090.03,30,{"$f":"IF($AE$40=1,BG31,IF($AE$40=2,BG35,IF($AE$40=3,BG39)))","v":60.45},80,1980,27210.48,"รถบรรทุก 10 ล้อ",null,"จาก แหล่ง อ.เมือง จ.สกลนคร",null,null,null,null,null,null,null,null,15,"ตราด",null,null,null,3,"รถบรรทุก 10 ล้อ + ลากพ่วง"]
[null,null,null,null,"Wire Mesh  ø 4 มม. @ 10 x 30 cm.","บ./ตร.ม.",35,30,{"$f":"IF($AE$40=1,BH31,IF($AE$40=2,BH35,IF($AE$40=3,BH39)))","v":7.9552200000000003E-2},{"$f":"(J50/1000)*1.31","v":0.1048},null,35.18,"รถบรรทุก 10 ล้อ",null,"จาก แหล่ง อ.เมือง จ.สกลนคร",null,null,null,null,null,null,null,null,16,"นราธิวาส"]
[null,null,null,null,"ลวดผูกเหล็ก","บ./กก.",33.799999999999997,30,{"$f":"IF($AE$40=1,BI31,IF($AE$40=2,BI35,IF($AE$40=3,BI39)))","v":6.0450000000000004E-2},{"$f":"J50/1000","v":0.08},null,33.94,"รถบรรทุก 10 ล้อ",null,"จาก แหล่ง อ.เมือง จ.สกลนคร",null,null,null,null,null,null,null,null,17,"พังงา",null,null,null,1,"รถบรรทุก 6 ล้อ",2,{"$f":"IF(AE60=1,AD60,IF(AE60=2,AD61,IF(AE60=3,AD62,)))","v":"รถบรรทุก 10 ล้อ"}]
[null,null,null,null,"ปูนซีเมนต์ประเภท  1","บ./ตัน",2093.46,30,{"$f":"IF($AE$44=1,BJ31,IF($AE$44=2,BJ35,IF($AE$44=3,BJ39)))","v":60.45},50,null,2203.91,null,null,"จาก แหล่ง อ.เมือง จ.สกลนคร",null,null,null,null,null,null,null,null,18,"ภูเก็ต",null,null,null,2,"รถบรรทุก 10 ล้อ"]
[null,null,null,null,"ยาง  Asphalt  Cement","บ./ตัน",29883.33,700,{"$f":"IF($AE$48=1,BK31,IF($AE$48=2,BK35,IF($AE$48=3,BK39)))","v":910},35,null,30828.33,null,null,"จาก แหล่ง อ.ศรีราชา จ.ชลบุรี",null,null,null,null,null,null,null,null,19,"ยะลา",null,null,null,3,"รถบรรทุก 10 ล้อ + ลากพ่วง"]
[null,null,null,null,"ยาง  Cut-Back  Asphalt","บ./ตัน",36675,700,{"$f":"IF($AE$48=1,BL31,IF($AE$48=2,BL35,IF($AE$48=3,BL39)))","v":910},25,null,37610,{"$f":"AF48","v":"รถบรรทุก 10 ล้อ + ลากพ่วง"},null,"ทางหลวงหมายเลข 2 กม.230+800",null,null,null,null,null,null,null,null,20,"ระนอง"]
[null,null,null,null,"หิน  Single  Size","บ./ลบ.ม.",null,250,{"$f":"IF($AE$52=1,BM31,IF($AE$52=2,BM35,IF($AE$52=3,BM39)))","v":457.5},null,null,457.5,null,null,"จาก แหล่ง อ.นากลาง จ.หนองบัวลำภู"]
[null,null,null,null,"หินผสมแอสฟัลท์คอนกรีต","บ./ลบ.ม.",220.56,250,{"$f":"IF($AE$52=1,BN31,IF($AE$52=2,BN35,IF($AE$52=3,BN39)))","v":457.5},null,null,678.06,{"$f":"AF52","v":"รถบรรทุก 10 ล้อ + ลากพ่วง"},null,"จาก แหล่ง อ.นากลาง จ.หนองบัวลำภู"]
[null,null,null,null,"หินคลุก","บ./ลบ.ม.",120.56,250,{"$f":"IF($AE$52=1,BO31,IF($AE$52=2,BO35,IF($AE$52=3,BO39)))","v":457.5},null,null,578.05999999999995,{"$f":"AF52","v":"รถบรรทุก 10 ล้อ + ลากพ่วง"},null,"จาก แหล่ง อ.นากลาง จ.หนองบัวลำภู",null,null,null,null,null,null,1,2]
[null,null,null,null,"กรวดผสมคอนกรีต","บ./ลบ.ม.",654.21,30,{"$f":"IF($AE$56=1,BP31,IF($AE$56=2,BP35,IF($AE$56=3,BP39)))","v":84.64},null,null,738.85,null,null,"จาก แหล่ง อ.เมือง จ.สกลนคร",null,null,null,null,null,null,2,null,null,"กองช่าง / ส่วนโยธา"]
[null,null,null,null,"ทรายผสมคอนกรีต","บ./ลบ.ม.",420.56,30,{"$f":"IF($AE$56=1,BQ31,IF($AE$56=2,BQ35,IF($AE$56=3,BQ39)))","v":84.64},null,null,505.2,{"$f":"AF56","v":"รถบรรทุก 10 ล้อ"},null,"จาก แหล่ง อ.เมือง จ.สกลนคร",null,null,null,null,null,null,null,"คณะกรรมการกำหนดราคากลาง",null,"ผู้ประมาณราคา"]
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[null,null,null,null,"วัสดุคัดเลือก  \" ก \"","บ./ลบ.ม.",6,3,{"$f":"IF($AE$60=1,BS31,IF($AE$60=2,BS35,IF($AE$60=3,BS39)))","v":11.89},null,null,17.89,{"$f":"AF60","v":"รถบรรทุก 10 ล้อ"},null,"จาก แหล่ง ต.หนองลาด อ.เมือง ",null,null,null,null,null,null,null,"ประธานกรรมการ",null,"ผู้ตรวจ"]
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[null,null,null,null,"ท่อกลมขนาด  ø  0.40 ม. ชั้น 3","ท่อน",387.85,30,{"$f":"((BW30*13)+300)/32","v":33.932812499999997},null,null,421.78,"รถบรรทุก 10 ล้อ",null,"จาก แหล่ง อ.เมือง จ.สกลนคร",null,null,null,null,null,null,null,"กรรมการ",null,"ผู้อนุมัติ"]
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[null,null,null,null,"ท่อกลมขนาด  ø  0.80 ม. ชั้น 3","ท่อน",1168.22,30,{"$f":"((BW32*13)+300)/18","v":60.324999999999996},null,null,1228.55,"รถบรรทุก 10 ล้อ",null,"จาก แหล่ง อ.เมือง จ.สกลนคร"]
[null,null,null,null,"ท่อกลมขนาด  ø  1.00 ม. ชั้น 3","ท่อน",1635.51,30,{"$f":"((BW33*13)+300)/10","v":108.58499999999999},null,null,1744.1,"รถบรรทุก 10 ล้อ",null,"จาก แหล่ง อ.เมือง จ.สกลนคร"]
[null,null,null,null,"ท่อกลมขนาด  ø  1.20 ม. ชั้น 3","ท่อน",2289.7199999999998,30,{"$f":"((BW34*13)+300)/8","v":135.73124999999999},null,null,2425.4499999999998,"รถบรรทุก 10 ล้อ",null,"จาก แหล่ง อ.เมือง จ.สกลนคร"]
[null,null,null,null,"ท่อกลมขนาด  ø  1.50 ม. ชั้น 3","ท่อน",4439.25,30,{"$f":"((BW35*13)+300)/5","v":217.17},null,null,4656.42,"รถบรรทุก 10 ล้อ",null,"จาก แหล่ง อ.เมือง จ.สกลนคร"]
[null,null,null,null,"ไม้กระบาก   1\" x 8\" ","ลบ.ฟ.",485.98,null,null,null,null,485.98,null,null,"จาก แหล่ง อ.เมือง จ.สกลนคร"]
[null,null,null,null,"ไม้อัดยาง  หนา     4  มม.      ","แผ่น",278.97000000000003,null,null,null,null,278.97000000000003,null,null,"จาก แหล่ง อ.เมือง จ.สกลนคร"]
[null,null,null,null,"ไม้คร่าว   1 1\"/2 x 3\"      ","ลบ.ฟ.",532.71,null,null,null,null,532.71,null,null,"จาก แหล่ง อ.เมือง จ.สกลนคร"]
[null,null,null,null,"ไม้ค้ำยัน  ø  3\" x 3.00  ม.","ต้น",30,null,null,null,null,30,null,null,"จาก แหล่ง อ.เมือง จ.สกลนคร"]
[null,null,null,null,"ไม้ค้ำยัน  ø  4\" x 3.00  ม.","ต้น",35,null,null,null,null,35,null,null,"จาก แหล่ง อ.เมือง จ.สกลนคร"]
[null,null,null,null,"เหล็กฉาก  L 50 x 50 x 3  มม.","ท่อน",425,null,null,null,null,425,null,null,"จาก แหล่ง อ.เมือง จ.สกลนคร"]
[null,null,null,null,"แผ่นเหล็ก   4  มม. x  5  ซม.","ท่อน",275,null,null,null,null,275,null,null,"จาก แหล่ง อ.เมือง จ.สกลนคร"]
[null,null,null,null,"แผ่นเหล็ก   6  มม. x  5  ซม.","ท่อน",410,null,null,null,null,410,null,null,"จาก แหล่ง อ.เมือง จ.สกลนคร"]
[null,null,null,null,"ตะปู","กก.",40.19,null,null,null,null,40.19,null,null,"จาก แหล่ง อ.เมือง จ.สกลนคร"]
[]
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[null,null,null,null,null,"กองช่าง / ส่วนโยธา",null,"ตำแหน่ง",null,null,"นายช่างโยธา 4",null,null,null,null,null,null,null,null,null,null,0,{"$f":"Y26","v":0},0,0,0,null,0,0]
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[null,null,null,null,null,null,null,"ผู้อนุมัติ",null,null,"นายสุริยะ   แก้ววิรัตน์",null,null,null,null,null,null,null,null,null,null,null,"รวม (ม.)",{"$f":"IF(V8=2,X95+X96+X97+X98,\" \")","v":" "},"รวม (ม.)",{"$f":"IF(V8=2,Z95+Z96+Z97+Z98,\" \")","v":" "},"รวม (ม.)",null,{"$f":"IF(V8=2,AC91+AC92+AC93+AC94,\" \")","v":" "}]
[null,null,null,null,null,null,null,"ตำแหน่ง",null,null,"นายกเทศมนตรีตำบลหนองลาด"]
[]
[null,null,null,null,null,"สรุปผลการคำนวณ"]
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[null,"ป้อนข้อมูลในแถบ   สีเหลือง  เท่านั้น"]
[null,"แบบสรุปข้อมูลวัสดุ และค่าดำเนินการ"]
[null,"งานก่อสร้างทาง  สะพาน  และท่อเหลี่ยม"]
[null,null,"ชื่อโครงการ",null,null,null,{"$f":"ข้อมูลเริ่มต้น!F3","v":"โครงการก่อสร้างถนน คสล.  บ้านหนองลาดใต้  หมู่ที่ 8   "}]
[null,null,"สถานที่ก่อสร้าง",null,null,null,{"$f":"ข้อมูลเริ่มต้น!F4","v":"บ้านหนองลาดใต้   หมู่ที่  8    ต.หนองลาด   อ.เมือง   จ.สกลนคร"}]
[null,null,"หน่วยงานเจ้าของโครงการ",null,null,null,{"$f":"ข้อมูลเริ่มต้น!F5","v":"สำนักงานเทศบาลตำบลหนอลาด"}]
[null,null,"อยู่ในท้องที่จังหวัด",null,"สกลนคร",null,"เขตฝนตก",null,{"$f":"ข้อมูลเริ่มต้น!$N$7","v":"ปกติ"},null,null,null,null,null,null,"ราคาน้ำมันโซล่า",null,{"$f":"ข้อมูลเริ่มต้น!$V$29+0.5","v":30.5},"บาท /ลิตร"]
[null,null,"เงินล่วงหน้าจ่าย",null,null,null,{"$f":"ข้อมูลเริ่มต้น!$AB$29","v":0},null,"%",null,null,null,null,null,null,"ดอกเบี้ยเงินกู้",null,null,{"$f":"ข้อมูลเริ่มต้น!$AJ$29","v":7},"%"]
[null,null,"เงินประกันผลงานหัก",null,null,null,{"$f":"ข้อมูลเริ่มต้น!$AF$29","v":0},null,"%",null,null,null,null,null,null,"ค่าภาษีมูลค่าเพิ่ม (VAT)",null,null,{"$f":"ข้อมูลเริ่มต้น!$AN$29","v":7},"%"]
[]
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[null,22,{"$f":"ข้อมูลเริ่มต้น!E71","v":"ทรายถมคันทาง"},null,null,null,{"$f":"ข้อมูลเริ่มต้น!F71","v":"บ./ลบ.ม."},null,{"$f":"ข้อมูลเริ่มต้น!G71","v":80},null,{"$f":"ข้อมูลเริ่มต้น!H71","v":53},null,{"$f":"ข้อมูลเริ่มต้น!I71","v":148.72999999999999},null,{"$f":"ข้อมูลเริ่มต้น!J71","v":0},{"$f":"ข้อมูลเริ่มต้น!K71","v":0},{"$f":"ข้อมูลเริ่มต้น!L71","v":228.73},{"$f":"ข้อมูลเริ่มต้น!$AF$60","v":"รถบรรทุก 10 ล้อ"},null,{"$f":"ข้อมูลเริ่มต้น!O71","v":"จากแหล่ง ต.ตองโขบ อ.โคกศรีสุพรรณ "}]
[null,23,{"$f":"ข้อมูลเริ่มต้น!E72","v":"ดินถมคันทาง"},null,null,null,{"$f":"ข้อมูลเริ่มต้น!F72","v":"บ./ลบ.ม."},null,{"$f":"ข้อมูลเริ่มต้น!G72","v":3},null,{"$f":"ข้อมูลเริ่มต้น!H72","v":2},null,{"$f":"ข้อมูลเริ่มต้น!I72","v":9.65},null,{"$f":"ข้อมูลเริ่มต้น!J72","v":0},{"$f":"ข้อมูลเริ่มต้น!K72","v":0},{"$f":"ข้อมูลเริ่มต้น!L72","v":12.65},{"$f":"ข้อมูลเริ่มต้น!$AF$60","v":"รถบรรทุก 10 ล้อ"},null,{"$f":"ข้อมูลเริ่มต้น!O72","v":"จาก แหล่ง ต.หนองลาด อ.เมือง "}]
[null,24,{"$f":"ข้อมูลเริ่มต้น!E73","v":"ท่อกลมขนาด  ø  0.30 ม. ชั้น 3"},null,null,null,{"$f":"ข้อมูลเริ่มต้น!F73","v":"ท่อน"},null,{"$f":"ข้อมูลเริ่มต้น!G73","v":340.19},null,{"$f":"ข้อมูลเริ่มต้น!H73","v":30},null,{"$f":"ข้อมูลเริ่มต้น!I73","v":22.621874999999999},null,{"$f":"ข้อมูลเริ่มต้น!J73","v":0},{"$f":"ข้อมูลเริ่มต้น!K73","v":0},{"$f":"ข้อมูลเริ่มต้น!L73","v":362.81},{"$f":"ข้อมูลเริ่มต้น!M70","v":"รถบรรทุก 10 ล้อ"},null,{"$f":"ข้อมูลเริ่มต้น!O73","v":"จาก แหล่ง อ.เมือง จ.สกลนคร"}]
[null,25,{"$f":"ข้อมูลเริ่มต้น!E74","v":"ท่อกลมขนาด  ø  0.40 ม. ชั้น 3"},null,null,null,{"$f":"ข้อมูลเริ่มต้น!F74","v":"ท่อน"},null,{"$f":"ข้อมูลเริ่มต้น!G74","v":387.85},null,{"$f":"ข้อมูลเริ่มต้น!H74","v":30},null,{"$f":"ข้อมูลเริ่มต้น!I74","v":33.932812499999997},null,{"$f":"ข้อมูลเริ่มต้น!J74","v":0},{"$f":"ข้อมูลเริ่มต้น!K74","v":0},{"$f":"ข้อมูลเริ่มต้น!L74","v":421.78},{"$f":"ข้อมูลเริ่มต้น!M71","v":"รถบรรทุก 10 ล้อ"},null,{"$f":"ข้อมูลเริ่มต้น!O74","v":"จาก แหล่ง อ.เมือง จ.สกลนคร"}]
[null,26,{"$f":"ข้อมูลเริ่มต้น!E75","v":"ท่อกลมขนาด  ø  0.60 ม. ชั้น 3"},null,null,null,{"$f":"ข้อมูลเริ่มต้น!F75","v":"ท่อน"},null,{"$f":"ข้อมูลเริ่มต้น!G75","v":485.98},null,{"$f":"ข้อมูลเริ่มต้น!H75","v":30},null,{"$f":"ข้อมูลเริ่มต้น!I75","v":45.243749999999999},null,{"$f":"ข้อมูลเริ่มต้น!J75","v":0},{"$f":"ข้อมูลเริ่มต้น!K75","v":0},{"$f":"ข้อมูลเริ่มต้น!L75","v":531.22},{"$f":"ข้อมูลเริ่มต้น!M72","v":"รถบรรทุก 10 ล้อ"},null,{"$f":"ข้อมูลเริ่มต้น!O75","v":"จาก แหล่ง อ.เมือง จ.สกลนคร"}]
[null,27,{"$f":"ข้อมูลเริ่มต้น!E76","v":"ท่อกลมขนาด  ø  0.80 ม. ชั้น 3"},null,null,null,{"$f":"ข้อมูลเริ่มต้น!F76","v":"ท่อน"},null,{"$f":"ข้อมูลเริ่มต้น!G76","v":1168.22},null,{"$f":"ข้อมูลเริ่มต้น!H76","v":30},null,{"$f":"ข้อมูลเริ่มต้น!I76","v":60.324999999999996},null,{"$f":"ข้อมูลเริ่มต้น!J76","v":0},{"$f":"ข้อมูลเริ่มต้น!K76","v":0},{"$f":"ข้อมูลเริ่มต้น!L76","v":1228.55},{"$f":"ข้อมูลเริ่มต้น!M73","v":"รถบรรทุก 10 ล้อ"},null,{"$f":"ข้อมูลเริ่มต้น!O76","v":"จาก แหล่ง อ.เมือง จ.สกลนคร"}]
[null,28,{"$f":"ข้อมูลเริ่มต้น!E77","v":"ท่อกลมขนาด  ø  1.00 ม. ชั้น 3"},null,null,null,{"$f":"ข้อมูลเริ่มต้น!F77","v":"ท่อน"},null,{"$f":"ข้อมูลเริ่มต้น!G77","v":1635.51},null,{"$f":"ข้อมูลเริ่มต้น!H77","v":30},null,{"$f":"ข้อมูลเริ่มต้น!I77","v":108.58499999999999},null,{"$f":"ข้อมูลเริ่มต้น!J77","v":0},{"$f":"ข้อมูลเริ่มต้น!K77","v":0},{"$f":"ข้อมูลเริ่มต้น!L77","v":1744.1},{"$f":"ข้อมูลเริ่มต้น!M74","v":"รถบรรทุก 10 ล้อ"},null,{"$f":"ข้อมูลเริ่มต้น!O77","v":"จาก แหล่ง อ.เมือง จ.สกลนคร"}]
[null,29,{"$f":"ข้อมูลเริ่มต้น!E78","v":"ท่อกลมขนาด  ø  1.20 ม. ชั้น 3"},null,null,null,{"$f":"ข้อมูลเริ่มต้น!F78","v":"ท่อน"},null,{"$f":"ข้อมูลเริ่มต้น!G78","v":2289.7199999999998},null,{"$f":"ข้อมูลเริ่มต้น!H78","v":30},null,{"$f":"ข้อมูลเริ่มต้น!I78","v":135.73124999999999},null,{"$f":"ข้อมูลเริ่มต้น!J78","v":0},{"$f":"ข้อมูลเริ่มต้น!K78","v":0},{"$f":"ข้อมูลเริ่มต้น!L78","v":2425.4499999999998},{"$f":"ข้อมูลเริ่มต้น!M75","v":"รถบรรทุก 10 ล้อ"},null,{"$f":"ข้อมูลเริ่มต้น!O78","v":"จาก แหล่ง อ.เมือง จ.สกลนคร"}]
[null,30,{"$f":"ข้อมูลเริ่มต้น!E79","v":"ท่อกลมขนาด  ø  1.50 ม. ชั้น 3"},null,null,null,{"$f":"ข้อมูลเริ่มต้น!F79","v":"ท่อน"},null,{"$f":"ข้อมูลเริ่มต้น!G79","v":4439.25},null,{"$f":"ข้อมูลเริ่มต้น!H79","v":30},null,{"$f":"ข้อมูลเริ่มต้น!I79","v":217.17},null,{"$f":"ข้อมูลเริ่มต้น!J79","v":0},{"$f":"ข้อมูลเริ่มต้น!K79","v":0},{"$f":"ข้อมูลเริ่มต้น!L79","v":4656.42},{"$f":"ข้อมูลเริ่มต้น!M76","v":"รถบรรทุก 10 ล้อ"},null,{"$f":"ข้อมูลเริ่มต้น!O79","v":"จาก แหล่ง อ.เมือง จ.สกลนคร"}]
[null,31,{"$f":"ข้อมูลเริ่มต้น!E80","v":"ไม้กระบาก   1\" x 8\" "},null,null,null,{"$f":"ข้อมูลเริ่มต้น!F80","v":"ลบ.ฟ."},null,{"$f":"ข้อมูลเริ่มต้น!G80","v":485.98},null,{"$f":"ข้อมูลเริ่มต้น!H80","v":0},null,{"$f":"ข้อมูลเริ่มต้น!I80","v":0},null,{"$f":"ข้อมูลเริ่มต้น!J80","v":0},{"$f":"ข้อมูลเริ่มต้น!K80","v":0},{"$f":"ข้อมูลเริ่มต้น!L80","v":485.98},null,null,{"$f":"ข้อมูลเริ่มต้น!O80","v":"จาก แหล่ง อ.เมือง จ.สกลนคร"}]
[null,32,{"$f":"ข้อมูลเริ่มต้น!E81","v":"ไม้อัดยาง  หนา     4  มม.      "},null,null,null,{"$f":"ข้อมูลเริ่มต้น!F81","v":"แผ่น"},null,{"$f":"ข้อมูลเริ่มต้น!G81","v":278.97000000000003},null,{"$f":"ข้อมูลเริ่มต้น!H81","v":0},null,{"$f":"ข้อมูลเริ่มต้น!I81","v":0},null,{"$f":"ข้อมูลเริ่มต้น!J81","v":0},{"$f":"ข้อมูลเริ่มต้น!K81","v":0},{"$f":"ข้อมูลเริ่มต้น!L81","v":278.97000000000003},null,null,{"$f":"ข้อมูลเริ่มต้น!O81","v":"จาก แหล่ง อ.เมือง จ.สกลนคร"}]
[null,33,{"$f":"ข้อมูลเริ่มต้น!E82","v":"ไม้คร่าว   1 1\"/2 x 3\"      "},null,null,null,{"$f":"ข้อมูลเริ่มต้น!F82","v":"ลบ.ฟ."},null,{"$f":"ข้อมูลเริ่มต้น!G82","v":532.71},null,{"$f":"ข้อมูลเริ่มต้น!H82","v":0},null,{"$f":"ข้อมูลเริ่มต้น!I82","v":0},null,{"$f":"ข้อมูลเริ่มต้น!J82","v":0},{"$f":"ข้อมูลเริ่มต้น!K82","v":0},{"$f":"ข้อมูลเริ่มต้น!L82","v":532.71},null,null,{"$f":"ข้อมูลเริ่มต้น!O82","v":"จาก แหล่ง อ.เมือง จ.สกลนคร"}]
[null,34,{"$f":"ข้อมูลเริ่มต้น!E83","v":"ไม้ค้ำยัน  ø  3\" x 3.00  ม."},null,null,null,{"$f":"ข้อมูลเริ่มต้น!F83","v":"ต้น"},null,{"$f":"ข้อมูลเริ่มต้น!G83","v":30},null,{"$f":"ข้อมูลเริ่มต้น!H83","v":0},null,{"$f":"ข้อมูลเริ่มต้น!I83","v":0},null,{"$f":"ข้อมูลเริ่มต้น!J83","v":0},{"$f":"ข้อมูลเริ่มต้น!K83","v":0},{"$f":"ข้อมูลเริ่มต้น!L83","v":30},null,null,{"$f":"ข้อมูลเริ่มต้น!O83","v":"จาก แหล่ง อ.เมือง จ.สกลนคร"}]
[null,35,{"$f":"ข้อมูลเริ่มต้น!E84","v":"ไม้ค้ำยัน  ø  4\" x 3.00  ม."},null,null,null,{"$f":"ข้อมูลเริ่มต้น!F84","v":"ต้น"},null,{"$f":"ข้อมูลเริ่มต้น!G84","v":35},null,{"$f":"ข้อมูลเริ่มต้น!H84","v":0},null,{"$f":"ข้อมูลเริ่มต้น!I84","v":0},null,{"$f":"ข้อมูลเริ่มต้น!J84","v":0},{"$f":"ข้อมูลเริ่มต้น!K84","v":0},{"$f":"ข้อมูลเริ่มต้น!L84","v":35},null,null,{"$f":"ข้อมูลเริ่มต้น!O84","v":"จาก แหล่ง อ.เมือง จ.สกลนคร"}]
[null,36,{"$f":"ข้อมูลเริ่มต้น!E85","v":"เหล็กฉาก  L 50 x 50 x 3  มม."},null,null,null,{"$f":"ข้อมูลเริ่มต้น!F85","v":"ท่อน"},null,{"$f":"ข้อมูลเริ่มต้น!G85","v":425},null,{"$f":"ข้อมูลเริ่มต้น!H85","v":0},null,{"$f":"ข้อมูลเริ่มต้น!I85","v":0},null,{"$f":"ข้อมูลเริ่มต้น!J85","v":0},{"$f":"ข้อมูลเริ่มต้น!K85","v":0},{"$f":"ข้อมูลเริ่มต้น!L85","v":425},null,null,{"$f":"ข้อมูลเริ่มต้น!O85","v":"จาก แหล่ง อ.เมือง จ.สกลนคร"}]
[null,37,{"$f":"ข้อมูลเริ่มต้น!E86","v":"แผ่นเหล็ก   4  มม. x  5  ซม."},null,null,null,{"$f":"ข้อมูลเริ่มต้น!F86","v":"ท่อน"},null,{"$f":"ข้อมูลเริ่มต้น!G86","v":275},null,{"$f":"ข้อมูลเริ่มต้น!H86","v":0},null,{"$f":"ข้อมูลเริ่มต้น!I86","v":0},null,{"$f":"ข้อมูลเริ่มต้น!J86","v":0},{"$f":"ข้อมูลเริ่มต้น!K86","v":0},{"$f":"ข้อมูลเริ่มต้น!L86","v":275},null,null,{"$f":"ข้อมูลเริ่มต้น!O86","v":"จาก แหล่ง อ.เมือง จ.สกลนคร"}]
[null,38,{"$f":"ข้อมูลเริ่มต้น!E87","v":"แผ่นเหล็ก   6  มม. x  5  ซม."},null,null,null,{"$f":"ข้อมูลเริ่มต้น!F87","v":"ท่อน"},null,{"$f":"ข้อมูลเริ่มต้น!G87","v":410},null,{"$f":"ข้อมูลเริ่มต้น!H87","v":0},null,{"$f":"ข้อมูลเริ่มต้น!I87","v":0},null,{"$f":"ข้อมูลเริ่มต้น!J87","v":0},{"$f":"ข้อมูลเริ่มต้น!K87","v":0},{"$f":"ข้อมูลเริ่มต้น!L87","v":410},null,null,{"$f":"ข้อมูลเริ่มต้น!O87","v":"จาก แหล่ง อ.เมือง จ.สกลนคร"}]
[null,39,{"$f":"ข้อมูลเริ่มต้น!E88","v":"ตะปู"},null,null,null,{"$f":"ข้อมูลเริ่มต้น!F88","v":"กก."},null,{"$f":"ข้อมูลเริ่มต้น!G88","v":40.19},null,{"$f":"ข้อมูลเริ่มต้น!H88","v":0},null,{"$f":"ข้อมูลเริ่มต้น!I88","v":0},null,{"$f":"ข้อมูลเริ่มต้น!J88","v":0},{"$f":"ข้อมูลเริ่มต้น!K88","v":0},{"$f":"ข้อมูลเริ่มต้น!L88","v":40.19},null,null,{"$f":"ข้อมูลเริ่มต้น!O88","v":"จาก แหล่ง อ.เมือง จ.สกลนคร"}]
[]
[null,null,null,null,"ข้อมูลงานคอนกรีต  Class  ต่างๆ  ตามมาตรฐานกรมทางหลวงชนบท"]
[null,null,null,null,"กรณีทรายและหินมีหน่วยเป็นปริมาตร"]
[null,null,null,null,"Class of Concrete",null,null,null,null,null,null,"ค 4",null,null,"ค 3","ค 2","ค 1","Lean  1:3:5"]
[]
[null,null,null,null,"ส่วนผสมคอนกรีต",null,null,null,null,null,null,"400:524:728",null,null,"350:572:736","320:596:764","290:620:725","240:520:870"]
[null,null,null,null,"   1. ซีเมนต์",null,1.05,"x",{"$f":"Q24","v":2203.91},null,null,{"$f":"ROUND($G$58*$I$58*0.4,2)","v":925.64},null,null,{"$f":"ROUND($G$58*$I$58*0.35,2)","v":809.94},{"$f":"ROUND($G$58*$I$58*0.32,2)","v":740.51},{"$f":"ROUND($G$58*$I$58*0.29,2)","v":671.09},{"$f":"ROUND($G$58*$I$58*0.24,2)","v":555.39}]
[null,null,null,null,"   2. ทราย",null,1.2,"x",{"$f":"Q31","v":505.2},null,null,{"$f":"ROUND($G$59*$I$59*0.524,2)","v":317.67},null,null,{"$f":"ROUND($G$59*$I$59*0.572,2)","v":346.77},{"$f":"ROUND($G$59*$I$59*0.596,2)","v":361.32},{"$f":"ROUND($G$59*$I$59*0.62,2)","v":375.87},{"$f":"ROUND($G$59*$I$59*0.52,2)","v":315.24}]
[null,null,null,null,"   3. หิน",null,1.1499999999999999,"x",{"$f":"Q30","v":738.85},null,null,{"$f":"ROUND($G$60*$I$60*0.728,2)","v":618.57000000000005},null,null,{"$f":"ROUND($G$60*$I$60*0.736,2)","v":625.36},{"$f":"ROUND($G$60*$I$60*0.764,2)","v":649.15},{"$f":"ROUND($G$60*$I$60*0.725,2)","v":616.02},{"$f":"ROUND($G$60*$I$60*0.87,2)","v":739.22}]
[null,null,null,null,"   4. ค่าแรงผสม - เท",null,null,null,null,null,null,395,null,null,395,346,346,316]
[null,null,null,null,"รวม",null,null,null,null,null,null,{"$f":"ROUND(SUM(L58:N61),2)","v":2256.88},null,null,{"$f":"ROUND(SUM(O58:O61),2)","v":2177.0700000000002},{"$f":"ROUND(SUM(P58:P61),2)","v":2096.98},{"$f":"ROUND(SUM(Q58:Q61),2)","v":2008.98},{"$f":"ROUND(SUM(R58:R61),2)","v":1925.85}]
[]
[null,null,null,null,null,null,"ไม้แบบ"]
[null,null,null,null,"ไม้แบบสำหรับงานทั่วไป",null,null,null," =","ไม้แบบ  (1)  พื้นที่  1  ตารางเมตร"]
[null,null,null,null,"ไม้กระบากหรือไม้ยาง หรือเทียบเท่า  ",null,null,null,null,1,"ลบ.ฟ.",null,null,null,"@",{"$f":"Q43","v":485.98},null,"  =",{"$f":"J66*P66","v":485.98},null,"บาท"]
[null,null,null,null,"ไม้คร่าว                               ",null,null,null,0.3,"ลบ.ฟ.",null,null,null,null,"@",{"$f":"Q45","v":532.71},null,"  =",{"$f":"I67*P67","v":159.81300000000002},null,"บาท"]
[null,null,null,null,"ไม้ค้ำยันไม้แบบ                      ",null,null,null,0.3,"ต้น","( ขนาด  ø  4\" x 4.00 ม.)",null,null,null,"@",{"$f":"Q47","v":35},null,"  =",{"$f":"I68*P68","v":10.5},null,"บาท"]
[null,null,null,null,"ตะปู                                    ",null,null,null,0.25,"กก.",null,null,null,null,"@",{"$f":"Q51","v":40.19},null,"  =",{"$f":"I69*P69","v":10.047499999999999},null,"บาท"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"รวม","  =",{"$f":"SUM(S66:T69)","v":666.34050000000002},null,"บาท"]
[null,null,null,null,"เนื่องจากใช้งานได้ประมาณ  4  ครั้ง  คิดจาก                                ",null,null,null,null,null,null,{"$f":"S70","v":666.34050000000002},null,null,"/",4,null,"  =",{"$f":"L71/P71","v":166.58512500000001},null,"บาท"]
[null,null,null,null,"ค่าแรง",null,null,null,null,null,null,null,null,null,null,null,null,"  =",79,null,"บาท"]
[null,null,null,null,"น้ำมันทาผิวไม้",null,null,null,null,null,null,null,null,null,null,null,null,"  =",10,null,"บาท"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"รวม","  =",{"$f":"ROUND(SUM(S71:T73),2)","v":255.59},null,"บาท"]
[]
[null,null,null,null,"ไม้แบบสำหรับงานอย่างง่าย",null,null,null," =","ไม้แบบ  (2)  พื้นที่  1  ตารางเมตร"]
[null,null,null,null,"รายละเอียดเหมือนไม้แบบ (1)"]
[null,null,null,null,"เนื่องจากใช้งานได้ประมาณ  5  ครั้ง  คิดจาก                                ",null,null,null,null,null,null,{"$f":"S70","v":666.34050000000002},null,null,"/",5,null,"  =",{"$f":"L78/P78","v":133.2681},null,"บาท"]
[null,null,null,null,"ค่าแรง",null,null,null,null,null,null,null,null,null,null,null,null,"  =",79,null,"บาท"]
[null,null,null,null,"น้ำมันทาผิวไม้",null,null,null,null,null,null,null,null,null,null,null,null,"  =",10,null,"บาท"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"รวม","  =",{"$f":"ROUND(SUM(S78:T80),2)","v":222.27},null,"บาท"]
[]
[null,null,null,null,"ไม้แบบสำหรับงานสะพานและท่อเหลี่ยม",null,null,null,null,null," =","ไม้แบบ  (3)  พื้นที่  1  ตารางเมตร"]
[null,null,null,null,"ไม้กระบากหรือไม้ยาง หรือเทียบเท่า  ",null,null,null,null,1,"ลบ.ฟ.",null,null,null,"@",{"$f":"Q43","v":485.98},null,"  =",{"$f":"J84*P84","v":485.98},null,"บาท"]
[null,null,null,null,"ไม้อัดยาง หนา             4  มม.      ",null,null,null,1,"ตร.ม.",null,null,null,null,"@",{"$f":"Q44","v":278.97000000000003},null,"  =",{"$f":"I85*P85","v":278.97000000000003},null,"บาท"]
[null,null,null,null,"ไม้คร่าว                               ",null,null,null,0.3,"ลบ.ฟ.",null,null,null,null,"@",{"$f":"Q45","v":532.71},null,"  =",{"$f":"I86*P86","v":159.81300000000002},null,"บาท"]
[null,null,null,null,"ตะปู                                    ",null,null,null,0.25,"กก.",null,null,null,null,"@",{"$f":"Q51","v":40.19},null,"  =",{"$f":"I87*P87","v":10.047499999999999},null,"บาท"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"รวม","  =",{"$f":"SUM(S84:T87)","v":934.81050000000005},null,"บาท"]
[null,null,null,null,"เนื่องจากใช้งานได้ประมาณ  3  ครั้ง  คิดจาก                                ",null,null,null,null,null,null,{"$f":"S88","v":934.81050000000005},null,null,"/",3,null,"  =",{"$f":"L89/P89","v":311.6035},null,"บาท"]
[null,null,null,null,"ค่าแรง",null,null,null,null,null,null,null,null,null,null,null,null,"  =",105,null,"บาท"]
[null,null,null,null,"น้ำมันทาผิวไม้",null,null,null,null,null,null,null,null,null,null,null,null,"  =",10,null,"บาท"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"รวม","  =",{"$f":"ROUND(SUM(S89:T91),2)","v":426.6},null,"บาท"]
[]
[null,null,null,null,"ทรายหยาบบดอัดแน่น"]
[null,null,null,null,"ค่าวัสดุจากแหล่งรวมค่าตัก",null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"I31","v":420.56},null,"บาท/ลบ.ม."]
[null,null,null,null,"ค่าขนส่ง ",null,{"$f":"$K$31","v":30},null,"กม.",null,null,null,null,null,null,null,null,"=",{"$f":"$M$31","v":84.64},null,"บาท/ลบ.ม."]
[null,null,null,null,"ส่วนยุบตัว  ",null,1.4,null,"x",{"$f":"S95+S96","v":505.2},null,null,null,null,null,null,null,"=",{"$f":"G97*J97","v":707.28},null,"บาท/ลบ.ม."]
[null,null,null,null,"ค่าดำเนินการ + ค่าเสื่อมราคาบดอัด  75 %",null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$12*0.75","v":27.33},null,"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ค่าใช้จ่ายรวม","=",{"$f":"S97+S98","v":734.61},null,"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนรวม","=",{"$f":"ROUND(S99,2)","v":734.61},null,"บาท/ลบ.ม."]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ย้อนกลับ"]

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[null,"ป้อนข้อมูลในแถบ   สีเหลือง  เท่านั้น"]
[null,"รายละเอียดการคำนวณค่างานต้นทุนต่อหน่วย"]
[null,"งานก่อสร้างทาง  สะพาน  และท่อเหลี่ยม"]
[]
[null,"งานถางป่าและขุดตอ (Clearing  and  Grubbing)"]
[null,"พิจารณาตามสภาพพื้นที่……………",null,null,null,null,"ขนาดเบา",null,null,"ขนาดกลาง",null,null,"ขนาดหนัก"]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคาเครื่องจักร",null,null,null,null,null,null,null,null,null,null,null,"=",null,{"$f":"ข้อมูลเริ่มต้น!$AB$40","v":1.29},"บาท / ตร.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนรวม","=",null,{"$f":"P7","v":1.29},"บาท / ตร.ม.","<<< ย้อนกลับ"]
[null,"หมายเหตุ"]
[null,"งานถางป่าขุดตอขนาดเบา",null,null,null,null,"มีเฉพาะการถากถางวัชพืชเท่านั้น"]
[null,"งานถางป่าขุดตอขนาดกลาง",null,null,null,null,"มีการถากถางวัชพืชเท่านั้น   และปาดหน้าดินเดิมออกด้วย"]
[null,"งานถางป่าขุดตอขนาดหนัก",null,null,null,null,"มีการตัดโค่นต้นไม้  ขุดตอ  ถากถางวัชพืช  และ  ปาดหน้า"]
[null,null,null,null,null,null,"ดินเดิมออกด้วย"]
[]
[null,"งานปรับเกลี่ยแต่งคันทางเดิม"]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคาเครื่องจักร ",null,null,null,null,null,null,null,null,null,null,null,"=",null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$7","v":1.29},"บาท / ตร.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนรวม","=",null,{"$f":"P16","v":1.29},"บาท / ตร.ม.","<<< ย้อนกลับ"]
[]
[null,"งานขุดรื้อคันทางเดิมแล้วบดทับ  (ลูกรัง  10  ซม.)"]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคาเครื่องจักร ",null,null,null,null,null,null,null,null,null,null,null,"=",null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$32","v":8.6199999999999992},"บาท / ตร.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนรวม","=",null,{"$f":"P20","v":8.6199999999999992},"บาท / ตร.ม.","<<< ย้อนกลับ"]
[]
[null,"งานขุดรื้อคันทางเดิมแล้วบดทับ  (หินคลุก  10  ซม.)"]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคาเครื่องจักร",null,null,null,null,null,null,null,null,null,null,null,"=",null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$33","v":11.14},"บาท / ตร.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนรวม","=",null,{"$f":"P24","v":11.14},"บาท / ตร.ม.","<<< ย้อนกลับ"]
[]
[null,"งานขุดรื้อผิวทาง AC เดิมแล้วบดทับ  (ผิว AC  5  ซม.)"]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคาเครื่องจักร",null,null,null,null,null,null,null,null,null,null,null,"=",null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$34","v":9},"บาท / ตร.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนรวม","=",null,{"$f":"P28","v":9},"บาท / ตร.ม.","<<< ย้อนกลับ"]
[]
[null,"งานรื้อผิวลาดยางเดิม (Removal of Existing Asphalt Concrete Surface)"]
[null,"คิดจากความหนาของผิวทางแอสฟัลท์คอนกรีต   =",null,null,null,null,null,null,5,null,"ซม."]
[null,{"$f":"\"ค่าดำเนินการ + ค่าเสื่อม รื้อผิวทางเดิมหนา\"&\" \"&I32&\" ซม.\"","v":"ค่าดำเนินการ + ค่าเสื่อม รื้อผิวทางเดิมหนา 5 ซม."},null,null,null,null,null,null,null,null,null,null,null,"=",null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$34","v":9},"บาท / ตร.ม."]
[null,"ปริมาตรวัสดุที่รื้อออก",null,null,null,null,"=",{"$f":"I32/100","v":0.05},"ลบ.ม."]
[null,"ส่วนขยาย    =",null,{"$f":"H34","v":0.05},"x",1.6,"=",{"$f":"D35*F35","v":8.0000000000000016E-2},"ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมดันและตัก (หินผุ)",null,null,null,null,"=",{"$f":"H35","v":8.0000000000000016E-2},"x",{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$17","v":38.11},null,null,null,"=",null,{"$f":"H36*J36","v":3.0488000000000004},"บาท / ตร.ม."]
[null,"ขนทิ้ง",1,null,"กม.",null,"=",{"$f":"H36","v":8.0000000000000016E-2},"x",{"$f":"IF(C37<1,0,VLOOKUP(C37,'10ล้อ'!$B$6:$D$205,3))","v":7.4},null,null,null,"=",null,{"$f":"H37*J37","v":0.59200000000000019},"บาท / ตร.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,"รวม","=",null,{"$f":"P33+P36+P37","v":12.6408},"บาท / ตร.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนรวม","=",null,{"$f":"ROUND(P38,2)","v":12.64},"บาท / ตร.ม.","<<< ย้อนกลับ"]
[]
[null,"งานรื้อผิวคอนกรีตเดิม (Removal of Existing Concrete Pavement)"]
[null,"คิดจากความหนาของผิวทางคอนกรีต",null,null,null,null,"=",15,null,"ซม."]
[null,"ปริมาตรคอนกรีต",null,null,null,null,"=",{"$f":"H42/100","v":0.15},"ลบ.ม./ ตร.ม."]
[null,"ส่วนขยาย    =",null,{"$f":"H43","v":0.15},"x",1.7,"=",{"$f":"D44*F44","v":0.255},"ลบ.ม."]
[null,"ค่าทุบคอนกรีตเดิม",null,null,null,null,"=",400,"บาท/ลบ.ม."]
[null,"ค่าทุบคอนกรีต      =",null,null,{"$f":"H44","v":0.255},"x",{"$f":"H45","v":400},null,null,null,null,null,null,"=",null,{"$f":"E46*G46","v":102},"บาท / ตร.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมดันและตัก (หินแข็ง)",null,null,null,null,"=",{"$f":"H44","v":0.255},"x",{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$19","v":75.52},null,null,null,"=",null,{"$f":"H47*J47","v":19.2576},"บาท / ตร.ม."]
[null,"ขนทิ้ง",1,null,"กม.",null,"=",{"$f":"H47","v":0.255},"x",{"$f":"IF(C48<1,0,VLOOKUP(C48,'10ล้อ'!$B$6:$D$205,3))","v":7.4},null,null,null,"=",null,{"$f":"H48*J48","v":1.8870000000000002},"บาท / ตร.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,"รวม","=",null,{"$f":"P46+P47+P48","v":123.1446},"บาท / ตร.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนรวม","=",null,{"$f":"ROUND(P49,2)","v":123.14},"บาท / ตร.ม.","<<< ย้อนกลับ"]
[]
[null,"งานรื้อท่อกลมเดิม (Removal of Existing Pipe Culverts)"]
[null,"คิดจากการขุดรื้อท่อเดิมออกกรณีกำหนดให้รักษาสภาพท่อเดิมไว้ใช้งานต่อ"]
[null,"ขุดห่างจากริมท่อด้านนอกข้างละ  0.50  ม."]
[null,"คิดจากความยาวท่อ  1.00  ม."]
[null,"ปริมาตรงานขุด  ",null," =",2,null,"x",1.5,null," ( ความกว้าง X ความลึก)",null,null,null,"=",null,{"$f":"E56*H56*1","v":3},"ลบ.ม."]
[null,"ค่าขุดดินและรื้อท่อออก",null,null," =",{"$f":"P56","v":3},"ลบ.ม.","@",{"$f":"$P$66","v":37.51},null,null,null,null,"=",null,{"$f":"ROUND(F57*I57,2)","v":112.53},"บาท / ม.","<<< ย้อนกลับ"]
[null,"กรณีกำหนดให้ขนท่อไปไว้ที่สำนักงาน  คิดค่าขนส่งท่อเพิ่มตามระยะทางขนส่ง"]
[]
[null,"งานตัดดิน (Earth Excavation)"]
[null,"ค่าดำเนินการ + เสื่อมราคา (ตัก)",null,null,null,null,null,null,null,null,null,null,null,"=",null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$15","v":7.56},"บาท/ลบ.ม."]
[null,"ค่าขนทิ้ง  ระยะ",null,1,null,"กม.",null,null,null,null,null,null,null,"=",{"$f":"IF(D62<1,0,VLOOKUP(D62,'10ล้อ'!$B$6:$D$205,3))","v":7.4},null,"บาท/ลบ.ม."]
[null,"รวม",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"P61+O62","v":14.96},null,"บาท/ลบ.ม."]
[null,"ส่วนขยายตัว",null,{"$f":"O63","v":14.96},null,"x",1.25,null,null,null,null,null,null,"=",null,{"$f":"D64*G64","v":18.700000000000003},"บาท/ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (ขุดตัด)",null,null,null,null,null,null,null,null,null,null,null,"=",null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$14","v":18.809999999999999},"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนรวม","=",null,{"$f":"ROUND(P64+P65,2)","v":37.51},"บาท/ลบ.ม.","<<< ย้อนกลับ"]
[null,"หมายเหตุ"]
[null,"ส่วนขยายตัวของทราย",null,null,null,null,"=",1.1499999999999999]
[null,"ส่วนขยายตัวของดิน , ดินปนทราย",null,null,null,null,"=",1.25]
[]
[null,"งานดินถมคันทาง (Earth  Embankment)"]
[null,"ค่าวัสดุจากแหล่ง",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลเริ่มต้น!$L$15","v":3},null,"บาท/ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (ขุด-ขน)",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$11","v":19.309999999999999},null,"บาท/ลบ.ม."]
[null,"ค่าขนส่ง ",null,{"$f":"ข้อมูลเริ่มต้น!$H$72","v":2},null,"กม.",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลเริ่มต้น!$I$72","v":9.65},null,"บาท/ลบ.ม."]
[null,"รวม",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"SUM(O72:O74)","v":31.96},null,"บาท/ลบ.ม."]
[null,"ส่วนยุบตัว ",null,{"$f":"O75","v":31.96},null,"x",1.6,null,null,null,null,null,null,"=",null,{"$f":"D76*G76","v":51.136000000000003},"บาท/ลบ.ม."]
[null,"ค่าตัดแต่งขั้นบันได   =",null,null,null,null,"บาท/ลบ.ม.",null,null,null,null,null,null,"=",null,{"$f":"IF(E77=0,0,E77)","v":0},"บาท/ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (บดทับ)",null,null,null,null,null,null,null,null,null,null,null,"=",null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$12","v":36.44},"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนรวม","=",null,{"$f":"ROUND(SUM(P76:P78),2)","v":87.58},"บาท/ลบ.ม.","<<< ย้อนกลับ"]
[null,"หมายเหตุ",null,null,null,null,null,"แนวเก่า",null,null,null,"แนวใหม่"]
[null,"ส่วนยุบตัวของทรายถมคันทาง",null,null,null,null,null,1.4,null,null,null,1.45]
[null,"ดิน , ดินปนทราย  ถมคันทาง",null,null,null,null,null,1.6,null,null,null,1.7]
[null,"ดินเหนียว  ถมคันทาง",null,null,null,null,null,1.85,null,null,null,1.9]
[null,"(ดินเหนียวมีค่า  CBR  น้อยกว่า 2 )"]
[null,"ค่าดินที่แหล่ง     ",null," =","ราคาที่ดิน",null,"บาท / ไร่     x",null,1,"x",1]
[null,null,null,null,2,null,null,null,1600,null,3]
[]
[null,"งานดินถมคันทาง  ปรับเกลี่ยแต่ง"]
[null,"ค่าวัสดุจากแหล่ง",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลเริ่มต้น!$L$15","v":3},null,"บาท/ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (ขุด-ขน)",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$11","v":19.309999999999999},null,"บาท/ลบ.ม."]
[null,"ค่าขนส่ง ",null,{"$f":"ข้อมูลเริ่มต้น!$H$72","v":2},null,"กม.",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลเริ่มต้น!$I$72","v":9.65},null,"บาท/ลบ.ม."]
[null,"รวม",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"SUM(O89:O91)","v":31.96},null,"บาท/ลบ.ม."]
[null,"ค่าดำเนินการปรับเกลี่ยแต่ง   =",null,null,null,8,"บาท / ลบ.ม.",null,null,null,null,null,null,"=",null,{"$f":"F93","v":8},"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,"ค่าใช้จ่ายรวม",null,"=",null,{"$f":"O92+P93","v":39.96},"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนรวม","=",null,{"$f":"ROUND(P94,2)","v":39.96},"บาท/ลบ.ม.","<<< ย้อนกลับ"]
[]
[null,"งานวัสดุคัดเลือก (Selected Material)"]
[null,"ค่าวัสดุจากแหล่ง  (วัสดุคัดเลือกเป็นลูกรัง)",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลเริ่มต้น!$G$70","v":6},null,"บาท/ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (ขุด-ขน)",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$21","v":28.88},null,"บาท/ลบ.ม."]
[null,"ค่าขนส่ง ",null,{"$f":"ข้อมูลเริ่มต้น!$H$70","v":3},null,"กม.",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลเริ่มต้น!$I$70","v":11.89},null,"บาท/ลบ.ม."]
[null,"รวม",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"SUM(O98:O100)","v":46.769999999999996},null,"บาท/ลบ.ม."]
[null,"ส่วนยุบตัว",null,{"$f":"O101","v":46.769999999999996},null,"x",1.6,null,null,null,null,null,null,"=",null,{"$f":"D102*G102","v":74.831999999999994},"บาท/ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (บดทับ )",null,null,null,null,null,null,null,null,null,null,null,"=",null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$23","v":43.73},"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,"ค่าใช้จ่ายรวม",null,"=",null,{"$f":"SUM(P102:P103)","v":118.56199999999998},"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนรวม","=",null,{"$f":"ROUND(P104,2)","v":118.56},"บาท/ลบ.ม.","<<< ย้อนกลับ"]
[null,"งานรองพื้นทางลูกรัง (Soil Aggregate Subbase)"]
[null,"ค่าวัสดุจากแหล่ง  (ลูกรัง)",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลเริ่มต้น!$G$69","v":9},null,"บาท/ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (ขุด-ขน)",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$21","v":28.88},null,"บาท/ลบ.ม."]
[null,"ค่าขนส่ง ",null,{"$f":"ข้อมูลเริ่มต้น!$H$69","v":3},null,"กม.",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลเริ่มต้น!$I$69","v":11.89},null,"บาท/ลบ.ม."]
[null,"รวม",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"SUM(O107:O109)","v":49.769999999999996},null,"บาท/ลบ.ม."]
[null,"ส่วนยุบตัว",null,{"$f":"O110","v":49.769999999999996},null,"x",1.6,null,null,null,null,null,null,"=",null,{"$f":"D111*G111","v":79.632000000000005},"บาท/ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (บดทับ )",null,null,null,null,null,null,null,null,null,null,null,"=",null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$23","v":43.73},"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,"ค่าใช้จ่ายรวม",null,"=",null,{"$f":"SUM(P111:P112)","v":123.36199999999999},"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนรวม","=",null,{"$f":"ROUND(P113,2)","v":123.36},"บาท/ลบ.ม.","<<< ย้อนกลับ"]
[]
[null,"งานพื้นทางหินคลุก (Crushed Rock Soil Aggregate  Type Base)  "]
[null,"ค่าวัสดุจากปากโม่ (รวมค่าตัก)",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลเริ่มต้น!$G$66","v":120.56},null,"บาท/ลบ.ม."]
[null,"ค่าขนส่ง ",null,{"$f":"ข้อมูลเริ่มต้น!$H$66","v":250},null,"กม.",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลเริ่มต้น!$I$66","v":457.5},null,"บาท/ลบ.ม."]
[null,"รวม",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"O117+O118","v":578.05999999999995},null,"บาท/ลบ.ม."]
[null,"ส่วนยุบตัว  ",null,{"$f":"O119","v":578.05999999999995},null,"x",1.5,null,null,null,null,null,null,"=",null,{"$f":"D120*G120","v":867.08999999999992},"บาท/ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (ผสม)",null,null,null,null,null,null,null,null,null,null,null,"=",null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$28","v":17.440000000000001},"บาท/ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (บดทับ )",null,null,null,null,null,null,null,null,null,null,null,"=",null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$29","v":68.900000000000006},"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,"ค่าใช้จ่ายรวม",null,"=",null,{"$f":"SUM(P120:P122)","v":953.43},"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนรวม","=",null,{"$f":"ROUND(P123,2)","v":953.43},"บาท/ลบ.ม.","<<< ย้อนกลับ"]
[]
[null,"งานพื้นทางหินคลุกผสมซีเมนต์ (Cement Modified Crushed Rock Base)  ",null,null,null,null,null,null,null,null,"(ปริมาณงาน หินคลุกผสมซีเมนต์ ทั้งโครงการ =",null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!$N$105","v":1978}," ลบ.ม.)"]
[null,"ค่าวัสดุจากปากโม่ (รวมค่าตัก)",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลเริ่มต้น!$G$66","v":120.56},null,"บาท/ลบ.ม."]
[null,"ค่าขนส่ง ",null,{"$f":"ข้อมูลเริ่มต้น!$H$66","v":250},null,"กม.",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลเริ่มต้น!$I$66","v":457.5},null,"บาท/ลบ.ม."]
[null,"รวม",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"O127+O128","v":578.05999999999995},null,"บาท/ลบ.ม."]
[null,"ส่วนยุบตัว  ",null,{"$f":"O129","v":578.05999999999995},null,"x",1.5,null,null,null,null,null,null,"=",null,{"$f":"D130*G130","v":867.08999999999992},"บาท/ลบ.ม."]
[null,"ค่าซีเมนต์  2  % ",null," =",50,"กก.","@",{"$f":"ข้อมูลเริ่มต้น!$L$61/1000","v":2.20391},null,"บาท",null,null,null,"=",null,{"$f":"E131*H131","v":110.1955},"บาท/ลบ.ม."]
[null,"ค่าติดตั้งเครื่องผสม",null,null," =",{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$E$55","v":150000},null,"/",{"$f":"IF(P126<28000,28000,P126)","v":28000},null,null,null,null,"=",null,{"$f":"F132/I132","v":5.3571428571428568},"บาท/ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (ผสมวัสดุ)",null,null,null,null,null,null,null,null,null,null,null,"=",null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$66","v":47.02},"บาท/ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (บดทับ )",null,null,null,null,null,null,null,null,null,null,null,"=",null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$29","v":68.900000000000006},"บาท/ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (บ่มวัสดุ )",null,null,null,null,null,null,null,null,null,null,null,"=",null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$67","v":37.03},"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,"ค่าใช้จ่ายรวม",null,"=",null,{"$f":"SUM(P130:P135)","v":1135.5926428571429},"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนรวม","=",null,{"$f":"ROUND(P136,2)","v":1135.5899999999999},"บาท/ลบ.ม.","<<< ย้อนกลับ"]
[null,"หมายเหตุ",null,"ระยะทางขนส่งวัสดุ = ระยะทางจากแหล่งถึงเครื่องผสม + ระยะทางจากเครื่องผสมถึงหน้างาน"]
[]
[null,"งานพื้นทางดินซีเมนต์ (Soil Cement Base)  ",null,null,null,null,null,null,"(ปริมาณงาน ดินซีเมนต์ ทั้งโครงการ",null,null,null,null,"=",{"$f":"ข้อมูลเริ่มต้น!$N$105","v":1978}," ลบ.ม.)"]
[null,"ค่าวัสดุจากแหล่ง  (ลูกรัง)",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลเริ่มต้น!$G$69","v":9},null,"บาท/ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (ขุด - ขน)",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$21","v":28.88},null,"บาท/ลบ.ม."]
[null,"ค่าขนส่ง ",null,{"$f":"ข้อมูลเริ่มต้น!$H$69","v":3},null,"กม.",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลเริ่มต้น!$I$69","v":11.89},null,"บาท/ลบ.ม."]
[null,"รวม",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"SUM(O141:O143)","v":49.769999999999996},null,"บาท/ลบ.ม."]
[null,"ส่วนยุบตัว  ",null,{"$f":"O144","v":49.769999999999996},null,"x",1.6,null,null,null,null,null,null,"=",null,{"$f":"D145*G145","v":79.632000000000005},"บาท/ลบ.ม."]
[null,"ค่าซีเมนต์  5  % ",null," =",100,"กก.","@",{"$f":"ข้อมูลเริ่มต้น!$L$61/1000","v":2.20391},null,"บาท",null,null,null,"=",null,{"$f":"E146*H146","v":220.39099999999999},"บาท/ลบ.ม."]
[null,"ค่าติดตั้งเครื่องผสม",null,null," =",{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$E$55","v":150000},null,"/",{"$f":"IF(O140<28000,28000,O140)","v":28000},null,null,null,null,"=",null,{"$f":"F147/I147","v":5.3571428571428568},"บาท/ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (ผสมวัสดุ)",null,null,null,null,null,null,null,null,null,null,null,"=",null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$64","v":43.75},"บาท/ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (บดทับ )",null,null,null,null,null,null,null,null,null,null,null,"=",null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$23","v":43.73},"บาท/ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (บ่มวัสดุ )",null,null,null,null,null,null,null,null,null,null,null,"=",null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$65","v":37.03},"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,"ค่าใช้จ่ายรวม",null,"=",null,{"$f":"SUM(P145:P150)","v":429.89014285714291},"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนรวม","=",null,{"$f":"ROUND(P151,2)","v":429.89},"บาท/ลบ.ม.","<<< ย้อนกลับ"]
[null,"หมายเหตุ",null,"ระยะทางขนส่งวัสดุ = ระยะทางจากแหล่งถึงเครื่องผสม + ระยะทางจากเครื่องผสมถึงหน้างาน"]
[]
[null,"งานไหล่ทางลูกรัง  (Soil  Aggregate  Shoulder) "]
[null,"ค่าวัสดุจากแหล่ง  (ลูกรัง)",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลเริ่มต้น!$G$69","v":9},null,"บาท/ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (ขุด - ขน) ",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$21","v":28.88},null,"บาท/ลบ.ม."]
[null,"ค่าขนส่ง  ",null,{"$f":"ข้อมูลเริ่มต้น!$H$69","v":3},null,"กม.",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลเริ่มต้น!$I$69","v":11.89},null,"บาท/ลบ.ม."]
[null,"รวม",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"SUM(O156:O158)","v":49.769999999999996},null,"บาท/ลบ.ม."]
[null,"ส่วนยุบตัว ",null,{"$f":"O159","v":49.769999999999996},null,"x",1.75,null,null,null,null,null,null,null,null,{"$f":"D160*G160","v":87.097499999999997},"บาท/ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา  (บดทับ)",null,null,null,null,null,null,null,null,null,null,null,"=",null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$26","v":55.58},"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,"ค่าใช้จ่ายรวม",null,"=",null,{"$f":"P160+P161","v":142.67750000000001},"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนรวม","=",null,{"$f":"ROUND(P162,2)","v":142.68},"บาท/ลบ.ม.","<<< ย้อนกลับ"]
[]
[null,"งานไหล่ทางลูกรังปรับเกลี่ยแต่ง  (Soil  Aggregate  Shoulder) "]
[null,"ค่าวัสดุจากแหล่ง  (ลูกรัง)",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลเริ่มต้น!$G$69","v":9},null,"บาท/ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (ขุด - ขน) ",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$21","v":28.88},null,"บาท/ลบ.ม."]
[null,"ค่าขนส่ง  ",null,{"$f":"ข้อมูลเริ่มต้น!$H$69","v":3},null,"กม.",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลเริ่มต้น!$I$69","v":11.89},null,"บาท/ลบ.ม."]
[null,"รวม",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"SUM(O166:O168)","v":49.769999999999996},null,"บาท/ลบ.ม."]
[null,"ค่าดำเนินการปรับเกลี่ยแต่ง   =",null,null,null,8,"บาท / ลบ.ม.",null,null,null,null,null,null,"=",null,{"$f":"F170","v":8},"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,"ค่าใช้จ่ายรวม",null,"=",null,{"$f":"O169+P170","v":57.769999999999996},"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนรวม","=",null,{"$f":"ROUND(P171,2)","v":57.77},"บาท/ลบ.ม.","<<< ย้อนกลับ"]
[]
[null,"งานผิวทางลูกรัง บดอัดแน่น"]
[null,"ค่าวัสดุจากแหล่ง  (ลูกรัง)",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลเริ่มต้น!$G$69","v":9},null,"บาท/ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (ขุด-ขน)",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$21","v":28.88},null,"บาท/ลบ.ม."]
[null,"ค่าขนส่ง ",null,{"$f":"ข้อมูลเริ่มต้น!$H$69","v":3},null,"กม.",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลเริ่มต้น!$I$69","v":11.89},null,"บาท/ลบ.ม."]
[null,"รวม",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"SUM(O175:O177)","v":49.769999999999996},null,"บาท/ลบ.ม."]
[null,"ส่วนยุบตัว",null,{"$f":"O178","v":49.769999999999996},null,"x",1.6,null,null,null,null,null,null,"=",null,{"$f":"D179*G179","v":79.632000000000005},"บาท/ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (บดทับ )",null,null,null,null,null,null,null,null,null,null,null,"=",null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$23","v":43.73},"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,"ค่าใช้จ่ายรวม",null,"=",null,{"$f":"SUM(P179:P180)","v":123.36199999999999},"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนรวม","=",null,{"$f":"ROUND(P181,2)","v":123.36},"บาท/ลบ.ม.","<<< ย้อนกลับ"]
[]
[null,"งานผิวทางลูกรัง ปรับเกลี่ยแต่ง  "]
[null,"ค่าวัสดุจากแหล่ง  (ลูกรัง)",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลเริ่มต้น!$G$69","v":9},null,"บาท/ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (ขุด - ขน) ",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$21","v":28.88},null,"บาท/ลบ.ม."]
[null,"ค่าขนส่ง  ",null,{"$f":"ข้อมูลเริ่มต้น!$H$69","v":3},null,"กม.",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลเริ่มต้น!$I$69","v":11.89},null,"บาท/ลบ.ม."]
[null,"รวม",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"SUM(O185:O187)","v":49.769999999999996},null,"บาท/ลบ.ม."]
[null,"ค่าดำเนินการปรับเกลี่ยแต่ง   =",null,null,null,8,"บาท / ลบ.ม.",null,null,null,null,null,null,"=",null,{"$f":"F189","v":8},"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,"ค่าใช้จ่ายรวม",null,"=",null,{"$f":"O188+P189","v":57.769999999999996},"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนรวม","=",null,{"$f":"ROUND(P190,2)","v":57.77},"บาท/ลบ.ม.","<<< ย้อนกลับ"]
[]
[null,"งานทรายรองใต้ผิวทางคอนกรีต  (Sand  Cushion  Under  Concrete  Pavement)"]
[null,"ค่าวัสดุจากแหล่ง  ( ใช้ราคา = (ราคาทรายคอนกรีต + ทรายถม) / 2 )",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"(ข้อมูลเริ่มต้น!$G$68+ข้อมูลเริ่มต้น!$G$71)/2","v":250.28},null,"บาท/ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (ขุด-ขน)",null,null,null,null,null,null,null,null,null,null,null,"=",null,null,"บาท/ลบ.ม."]
[null,"ค่าขนส่ง ",null,{"$f":"ข้อมูลเริ่มต้น!$H$68","v":30},null,"กม.",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลเริ่มต้น!$I$68","v":84.64},null,"บาท/ลบ.ม."]
[null,"รวม",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"SUM(O194:O196)","v":334.92},null,"บาท/ลบ.ม."]
[null,"ส่วนยุบตัว  ",null,{"$f":"O197","v":334.92},null,"x",1.4,null,null,null,null,null,null,"=",null,{"$f":"D198*G198","v":468.88799999999998},"บาท/ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (บดทับ  75 % )",null,null,null,null,null,null,null,null,null,null,null,"=",null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$12*0.75","v":27.33},"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,"ค่าใช้จ่ายรวม",null,"=",null,{"$f":"P198+P199","v":496.21799999999996},"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนรวม","=",null,{"$f":"ROUND(P200,2)","v":496.22},"บาท/ลบ.ม.","<<< ย้อนกลับ"]
[]
[null,"งานหินคลุกรองใต้ผิวทางคอนกรีต (Crushed Rock Soil Aggregate  Under Cushion Under Concrete Pavement)  "]
[null,"ค่าวัสดุจากปากโม่ (รวมค่าตัก)",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลเริ่มต้น!$G$66","v":120.56},null,"บาท/ลบ.ม."]
[null,"ค่าขนส่ง ",null,{"$f":"ข้อมูลเริ่มต้น!$H$66","v":250},null,"กม.",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลเริ่มต้น!$I$66","v":457.5},null,"บาท/ลบ.ม."]
[null,"รวม",null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"O204+O205","v":578.05999999999995},null,"บาท/ลบ.ม."]
[null,"ส่วนยุบตัว  ",null,{"$f":"O206","v":578.05999999999995},null,"x",1.5,null,null,null,null,null,null,"=",null,{"$f":"D207*G207","v":867.08999999999992},"บาท/ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (Blend)",null,null,null,null,null,null,null,null,null,null,null,"=",null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$28","v":17.440000000000001},"บาท/ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (บดทับ )",null,null,null,null,null,null,null,null,null,null,null,"=",null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$29","v":68.900000000000006},"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,"ค่าใช้จ่ายรวม",null,"=",null,{"$f":"SUM(P207:P209)","v":953.43},"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนรวม","=",null,{"$f":"ROUND(P210,2)","v":953.43},"บาท/ลบ.ม.","<<< ย้อนกลับ"]
[]
[null,"งานลาดแอสฟัลต์ไพร์มโค้ต  (Prime  Coat)"]
[null,"ค่ายาง  จากตารางที่ 1",null,null,{"$f":"IF(ข้อมูลเริ่มต้น!Z4=2,1,IF(ข้อมูลเริ่มต้น!Z4=3,0.8,IF(ข้อมูลเริ่มต้น!Z4=4,0.8,IF(ข้อมูลเริ่มต้น!Z4=1,\" \"))))","v":1}," ลิตร","@",{"$f":"ข้อมูลเริ่มต้น!$L$63","v":37610},null,"บาท / ตัน",null,null,null,"=",null,{"$f":"(H214*E214)/1000","v":37.61},"บาท/ตร.ม."]
[null,"ค่าดำเนินการ +  ค่าเสื่อมราคา ",null,null,null,null,null,null,null,null,null,null,null,"=",null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$35","v":6.51},"บาท/ตร.ม."]
[null,null,null,null,null,null,null,null,null,null,null,"ค่าใช้จ่ายรวม",null,"=",null,{"$f":"SUM(P214:P215)","v":44.12},"บาท/ตร.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนรวม","=",null,{"$f":"ROUND(P216,2)","v":44.12},"บาท/ตร.ม.","<<< ย้อนกลับ"]
[]
[null,"งานลาดแอสฟัลต์แทคโค้ต  (Tack  Coat) "]
[null,"ค่ายาง  ",null,null,0.3," ลิตร","@",{"$f":"ข้อมูลเริ่มต้น!$L$63","v":37610},null,"บาท / ตัน",null,null,null,"=",null,{"$f":"(H220*E220)/1000","v":11.282999999999999},"บาท/ตร.ม."]
[null,"ค่าดำเนินการ +  ค่าเสื่อมราคา ",null,null,null,null,null,null,null,null,null,null,null,"=",null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$36","v":6.2},"บาท/ตร.ม."]
[null,null,null,null,null,null,null,null,null,null,null,"ค่าใช้จ่ายรวม",null,"=",null,{"$f":"SUM(P220:P221)","v":17.483000000000001},"บาท/ตร.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนรวม","=",null,{"$f":"ROUND(P222,2)","v":17.48},"บาท/ตร.ม.","<<< ย้อนกลับ"]
[]
[null,"งานชั้นรองผิวทางแอสฟัลต์คอนกรีต  (Asphalt Concrete  Binder  Course)",null,null,null,null,null,null,null,null,null,"หนา",{"$f":"ข้อมูลเริ่มต้น!$I$11","v":20},"ซม."]
[null,"ปริมาณงาน  ASPHALT  CONCRETE  ทั้งโครงการ",null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลเริ่มต้น!$Y$16/8.33","v":1002.4009603841537},"ตัน"]
[null,"ค่าขนส่งอุปกรณ์  80  ตัน",null,null,null,300,null,"กม.","( ไม่เกิน  300  กม.  =                           ",null,null,{"$f":"IF(F227>200,F227*'10ล้อ+พ่วง'!$H$208,VLOOKUP(ค่างานต้นทุนต่อหน่วย!F227,'10ล้อ+พ่วง'!$B$6:$D$205,2))","v":390},null,")","=",{"$f":"((L227+80)*80)/P226","v":37.509940119760479},"บาท/ตัน"]
[null,"ค่าติดตั้งเครื่องผสม  =  ",null,null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$E$50","v":250000},null,"/",{"$f":"IF(P226<10000,10000,P226)","v":10000},null,null,null,null,null,null,"=",{"$f":"E228/H228","v":25},"บาท/ตัน"]
[null,"ค่ายาง  AC",null,5.0999999999999997E-2,"ตัน    @",null,{"$f":"ข้อมูลเริ่มต้น!$L$62","v":30828.33},null,null,null,null,null,null,null,"=",{"$f":"D229*G229","v":1572.2448300000001},"บาท/ตัน"]
[null,"ค่าหิน",null,0.74,"ลบ.ม.  @",null,{"$f":"ข้อมูลเริ่มต้น!$L$65","v":678.06},null,null,null,null,null,null,null,"=",{"$f":"D230*G230","v":501.76439999999997},"บาท/ตัน"]
[null,"ค่าดำเนินการ  +  ค่าเสื่อมผสมวัสดุแอสฟัลท์คอนกรีต",null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$48","v":380.94},"บาท/ตัน",null,"ห้ามลบ"]
[null,"ค่าขนส่ง",null,{"$f":"(ข้อมูลเริ่มต้น!$N$103/1000)/4","v":0.32500000000000001},null,"กม.","( 1 ใน 4 ของระยะทางของโครงการ)",null,null,null,null,null,null,null,"=",{"$f":"VLOOKUP(S232,'10ล้อ'!$B$6:$D$205,2)","v":5.29},"บาท/ตัน",null,{"$f":"IF(D232<1,1,D232)","v":1}]
[null,"ค่าดำเนินการ  +  ค่าเสื่อมปูลาดและบดทับหนา",null,null,null,null,null,null,{"$f":"M225","v":20},null,"ซม.",1,"(พิมพ์ 1 = บนผิวไพรม์โค้ด, พิมพ์ 2  = บนผิวแทคโค้ด)"]
[null,null,"=",{"$f":"IF(L233=1,'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$52,'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$53)","v":13.32},null,"x",{"$f":"IF(I233=2.5,0.75)+IF(I233=3,0.8)+IF(I233=4,0.9)+IF(I233=5,1)+IF(I233=6,1.6)+IF(I233=7,1.7)+IF(I233=8,1.8)+IF(I233=9,1.9)+IF(I233=10,2)","v":0},null,"x",{"$f":"ROUNDDOWN(1/(I233/100*2.4),2)","v":2.08},null,null,null,null,"=",{"$f":"D234*G234*J234","v":0},"บาท/ตัน"]
[null,"ค่าใช้จ่ายรวม",null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"SUM(P227:P234)","v":2522.7491701197605},"บาท/ตัน"]
[null,"ค่างานต้นทุน",null,"=",{"$f":"P235","v":2522.7491701197605},null,"/",{"$f":"J234","v":2.08},null,null,null,null,null,null,"=",{"$f":"ROUND(E236/H236,2)","v":1212.8599999999999},"บาท/ตร.ม.","<<< ย้อนกลับ"]
[null,"หมายเหตุ :",null,"ค่าขนส่งอุปกรณ์  80  ตัน  = (ค่าขนส่งโดยรถ 10 ล้อ + ลากพ่วง + ค่าขนลงอุปกรณ์) x 80 ตัน"]
[null,null,null,null,null,null,null,"ปริมาณงาน  ASPHALT  CONCRETE  ทั้งโครงการ"]
[null,null,null,"L  =  ความยาวของโครงการ"]
[]
[null,"งานชั้นผิวทางแอสฟัลต์คอนกรีต  (Asphalt Concrete  Wearing  Course)",null,null,null,null,null,null,null,null,"","หนา",{"$f":"ข้อมูลเริ่มต้น!$I$11","v":20},"ซม."]
[null,"ปริมาณงาน  ASPHALT  CONCRETE  ทั้งโครงการ",null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลเริ่มต้น!$Y$16/8.33","v":1002.4009603841537},"ตัน"]
[null,"ค่าขนส่งอุปกรณ์  80  ตัน",null,null,null,300,null,"กม.","( ไม่เกิน  300  กม.  =                           ",null,null,{"$f":"IF(F243>200,F243*'10ล้อ+พ่วง'!$H$208,VLOOKUP(ค่างานต้นทุนต่อหน่วย!F243,'10ล้อ+พ่วง'!$B$6:$D$205,2))","v":390},null,")","=",{"$f":"((L243+80)*80)/P242","v":37.509940119760479},"บาท/ตัน"]
[null,"ค่าติดตั้งเครื่องผสม  =  ",null,null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$E$50","v":250000},null,"/",{"$f":"IF(P242<10000,10000,P242)","v":10000},null,null,null,null,null,null,"=",{"$f":"E244/H244","v":25},"บาท/ตัน"]
[null,"ค่ายาง  AC",null,5.1999999999999998E-2,"ตัน    @",null,{"$f":"ข้อมูลเริ่มต้น!$L$62","v":30828.33},null,null,null,null,null,null,null,"=",{"$f":"D245*G245","v":1603.0731599999999},"บาท/ตัน"]
[null,"ค่าหิน",null,0.74,"ลบ.ม.  @",null,{"$f":"ข้อมูลเริ่มต้น!$L$65","v":678.06},null,null,null,null,null,null,null,"=",{"$f":"D246*G246","v":501.76439999999997},"บาท/ตัน"]
[null,"ค่าดำเนินการ  +  ค่าเสื่อมผสมวัสดุแอสฟัลท์คอนกรีต",null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$48","v":380.94},"บาท/ตัน",null,"ห้ามลบ"]
[null,"ค่าขนส่ง",null,{"$f":"(ข้อมูลเริ่มต้น!$N$103/1000)/4","v":0.32500000000000001},null,"กม.","( 1 ใน 4 ของระยะทางของโครงการ)",null,null,null,null,null,null,null,"=",{"$f":"VLOOKUP(S248,'10ล้อ'!$B$6:$D$205,2)","v":5.29},"บาท/ตัน",null,{"$f":"IF(D248<1,1,D248)","v":1}]
[null,"ค่าดำเนินการ  +  ค่าเสื่อมปูลาดและบดทับหนา",null,null,null,null,null,null,{"$f":"M241","v":20},null,"ซม.",1,"(พิมพ์ 1 = บนผิวไพรม์โค้ด, พิมพ์ 2  = บนผิวแทคโค้ด)"]
[null,null,"=",{"$f":"IF(L249=1,'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$52,'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$53)","v":13.32},null,"x",{"$f":"IF(I249=2.5,0.75)+IF(I249=3,0.8)+IF(I249=4,0.9)+IF(I249=5,1)+IF(I249=6,1.6)+IF(I249=7,1.7)+IF(I249=8,1.8)+IF(I249=9,1.9)+IF(I249=10,2)","v":0},null,"x",{"$f":"ROUNDDOWN(1/(I249/100*2.4),2)","v":2.08},null,null,null,null,"=",{"$f":"D250*G250*J250","v":0},"บาท/ตัน"]
[null,"ค่าใช้จ่ายรวม",null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"SUM(P243:P250)","v":2553.5775001197603},"บาท/ตัน"]
[null,"ค่างานต้นทุน",null,"=",{"$f":"P251","v":2553.5775001197603},null,"/",{"$f":"J250","v":2.08},null,null,null,null,null,null,"=",{"$f":"ROUND(E252/H252,2)","v":1227.68},"บาท/ตร.ม.","<<< ย้อนกลับ"]
[]
[null,"งานผิวทางปอร์ตแลนด์ซีเมนต์  (Portland  Cement  Concrete  Pavement)",null,null,null,null,null,null,null,null,null,"หนา",{"$f":"ข้อมูลเริ่มต้น!$I$11","v":20},"ซม."]
[null,"ตามแบบมาตรฐานเลขที่  ท1-01",null,null,null,null,null,null,null,"Panel Size",null,{"$f":"ข้อมูลเริ่มต้น!$K$103","v":6},null,"x",10,"  ม."]
[null,"( ปริมาณงานพื้นที่ผิวคอนกรีตทั้งโครงการ",null,null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!$W$20","v":7200},null,"ตร.ม. )",null,null,null,null,null,null,null,null,null,null,"ห้ามลบ"]
[null,"ค่าติดตั้งเครื่องผสม  =  ",null,null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$E$55","v":150000},null,"/",{"$f":"IF(H256<28000,28000,H256)","v":28000},null,null,null,null,null,null,"  =",{"$f":"E257/H257","v":5.3571428571428568},"บาท/ตร.ม.",null,null,null,"ตารางแสดงน้ำหนักตะแกรงหล็กไวร์เมช"]
[null,"ค่าคอนกรีต + ค่าผสม",null,null,"=",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!P58+'ข้อมูลวัสดุ และค่าดำเนินการ'!P59+'ข้อมูลวัสดุ และค่าดำเนินการ'!P60","v":1750.98},null,"+",{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$56","v":188.87},null,null,null,null,null,"  =",{"$f":"+F258+I258","v":1939.85},"บาท/ลบ.ม.",null,null,null,"ขนาดลวด","น้ำหนักลวด","น้ำหนักตะแกรงเหล็ก (กก./ตรม.) แบ่งตามระยะ (ซ.ม.)"]
[null,"คิดจากพื้นที่ผิวคอนกรีต  ",null,null,null,{"$f":"L255*O255","v":60},null," ตร.ม.",null,null,null,null,null,null,null,null,null,null,null,null,"(ม.ม.)","(ก.ก./ ม.)","10x10","10X30","15x15","15x30","20x20","25x25","30x30"]
[null,"ค่าติดตั้งเครื่องผสม  =  ",null,null,{"$f":"F259","v":60},null,"x",{"$f":"P257","v":5.3571428571428568},null,null,null,null,null,null,"  =",{"$f":"E260*H260","v":321.42857142857139},"บาท",null,null,null,3.2,6.3E-2,1.264,0.84199999999999997,0.84199999999999997,0.63200000000000001,0.63200000000000001,0.505,0.42099999999999999]
[null,"ค่าคอนกรีต  ",null,{"$f":"F259*(M254/100)","v":12},null,"ลบ.ม.","@",{"$f":"P258","v":1939.85},null,null,null,null,null,null,"  =",{"$f":"D261*H261","v":23278.199999999997},"บาท",null,"ห้ามลบ",null,3.3,6.7000000000000004E-2,1.3440000000000001,0.89600000000000002,0.89600000000000002,0.67200000000000004,0.67200000000000004,0.53800000000000003,0.44800000000000001]
[null,"ค่าขนส่ง",{"$f":"(ข้อมูลเริ่มต้น!$N$103/1000)/4","v":0.32500000000000001},null,"กม. =",{"$f":"S262","v":1},null,"x",{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$57","v":13.57},null,"x",{"$f":"D261","v":12},null,null,"  =",{"$f":"F262*I262*L262","v":162.84},"บาท",null,{"$f":"IF(D262<1,1,D262)","v":1},null,3.4,7.0999999999999994E-2,1.427,0.95099999999999996,0.95099999999999996,0.71299999999999997,0.71299999999999997,0.57099999999999995,0.47499999999999998]
[null,"ค่าเหล็กเสริม",null,{"$f":"X265*F259","v":78.960000000000008},null,"กก.","@",{"$f":"ข้อมูลเริ่มต้น!$L$59/X265","v":26.732522796352583},null," (ใช้Wire  Mesh   ø  4  มม. @ 0.10 x 0.30 ม.)",null,null,null,null,"  =",{"$f":"D263*H263","v":2110.8000000000002},"บาท",null,null,null,3.6,0.08,1.599,1.0660000000000001,1.0660000000000001,0.8,0.8,0.64,0.53300000000000003]
[null,"ลวดผูกเหล็ก",null,null,null,"กก.","@",null,null,null,null,null,null,null,"  =",{"$f":"IF(D264=0,\" \",D264*H264)","v":" "},"บาท",null,null,null,3.8,8.8999999999999996E-2,1.782,1.1879999999999999,1.1879999999999999,0.89100000000000001,0.89100000000000001,0.71299999999999997,0.59399999999999997]
[null,"ค่าแบบ",null,null,null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$58","v":11.5},null,"x",10,null,null,null,null,null,"  =",{"$f":"+F265*I265","v":115},"บาท",null,null,null,4,9.9000000000000005E-2,1.974,1.3160000000000001,1.3160000000000001,0.98699999999999999,0.98699999999999999,0.79,0.65800000000000003]
[null,"ค่าปูผิวคอนกรีต  (PAVER)",null,null,null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$59","v":9.5399999999999991},null,"x",{"$f":"F259","v":60},null,null,null,null,null,"  =",{"$f":"F266*I266","v":572.4},"บาท",null,null,null,4.3,0.114,2.282,1.5209999999999999,1.5209999999999999,1.141,1.141,0.91300000000000003,0.76100000000000001]
[null,"ค่าบ่มผิวทางคอนกรีต",null,null,null,null,null,"x",{"$f":"IF(F267=0,\" \",F259)","v":" "},null,null,null,null,null,"  =",{"$f":"IF(F267=0,\" \",F267*I267)","v":" "},"บาท",null,null,null,4.5999999999999996,0.13100000000000001,2.6110000000000002,1.7410000000000001,1.7410000000000001,1.306,1.306,1.044,0.87]
[null,"ค่าใช้จ่ายรวม",null,null,null,null,null,null,null,null,null,null,null,null,"  =",{"$f":"SUM(P260:P267)","v":26560.66857142857},"บาท",null,null,null,5,0.154,3.085,2.0569999999999999,2.0569999999999999,1.5429999999999999,1.5429999999999999,1.234,1.028]
[null,"ค่างานต้นทุน",null,null,null,{"$f":"P268","v":26560.66857142857},null,"/",{"$f":"F259","v":60},null,null,null,null,null,"  =",{"$f":"ROUND(F269/I269,2)","v":442.68},"บาท/ตร.ม.","<<< ย้อนกลับ",null,null,5.6,0.193,3.87,2.58,2.58,1.9350000000000001,1.9350000000000001,1.548,1.29]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6,0.222,4.4420000000000002,2.9620000000000002,2.9620000000000002,2.2210000000000001,2.2210000000000001,1.7769999999999999,1.4810000000000001]
[null,"งานขยายผิวทางปอร์ตแลนด์ซีเมนต์  (Portland  Cement  Concrete  Pavement)",null,null,null,null,null,null,null,null,null,"หนา",{"$f":"ข้อมูลเริ่มต้น!$I$11","v":20},"ซม."]
[null,"ตามแบบมาตรฐานเลขที่  ท1-01",null,null,null,"  (คิดจากผิวทางที่ขยาย  1 ด้าน)",null,null,null,"Panel Size",null,{"$f":"ข้อมูลเริ่มต้น!$K$103","v":6},null,"x",10,"  ม."]
[null,"( ปริมาณงานพื้นที่ผิวคอนกรีตทั้งโครงการ",null,null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!$W$20","v":7200},null,"ตร.ม. )"]
[null,"ค่าติดตั้งเครื่องผสม  =  ",null,null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$E$55","v":150000},null,"/",{"$f":"IF(H273<28000,28000,H273)","v":28000},null,null,null,null,null,null,"  =",{"$f":"E274/H274","v":5.3571428571428568},"บาท/ตร.ม.",null,null,null,"ห้ามลบ"]
[null,"ค่าคอนกรีต + ค่าผสม",null,null,"=",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!P58+'ข้อมูลวัสดุ และค่าดำเนินการ'!P59+'ข้อมูลวัสดุ และค่าดำเนินการ'!P60","v":1750.98},null,"+",{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$56","v":188.87},null,null,null,null,null,"  =",{"$f":"+F275+I275","v":1939.85},"บาท/ลบ.ม.",null,null,null,"ตารางแสดงน้ำหนักตะแกรงหล็กไวร์เมช"]
[null,"คิดจากพื้นที่ผิวคอนกรีต  ",null,null,null,{"$f":"L272*O272","v":60},null," ตร.ม.",null,null,null,null,null,null,null,null,null,null,null,null,"ขนาดลวด","น้ำหนักลวด","น้ำหนักตะแกรงเหล็ก (กก./ตรม.) แบ่งตามระยะ (ซ.ม.)"]
[null,"ค่าติดตั้งเครื่องผสม  =  ",null,null,{"$f":"F276","v":60},null,"x",{"$f":"P274","v":5.3571428571428568},null,null,null,null,null,null,"  =",{"$f":"E277*H277","v":321.42857142857139},"บาท",null,null,null,"(ม.ม.)","(ก.ก./ ม.)","10x10","10X30","15x15","15x30","20x20","25x25","30x30"]
[null,"ค่าคอนกรีต  ",null,{"$f":"F276*(M271/100)","v":12},null,"ลบ.ม.","@",{"$f":"P275","v":1939.85},null,null,null,null,null,null,"  =",{"$f":"D278*H278","v":23278.199999999997},"บาท",null,"ห้ามลบ",null,3.2,6.3E-2,1.264,0.84199999999999997,0.84199999999999997,0.63200000000000001,0.63200000000000001,0.505,0.42099999999999999]
[null,"ค่าขนส่ง",{"$f":"(ข้อมูลเริ่มต้น!$N$103/1000)/4","v":0.32500000000000001},null,"กม. =",{"$f":"S279","v":1},null,"x",{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$57","v":13.57},null,"x",{"$f":"D278","v":12},null,null,"  =",{"$f":"F279*I279*L279","v":162.84},"บาท",null,{"$f":"IF(D279<1,1,D279)","v":1},null,3.3,6.7000000000000004E-2,1.3440000000000001,0.89600000000000002,0.89600000000000002,0.67200000000000004,0.67200000000000004,0.53800000000000003,0.44800000000000001]
[null,"ค่าเหล็กเสริม",null,{"$f":"X283*F276","v":78.960000000000008},null,"กก.","@",{"$f":"ข้อมูลเริ่มต้น!L59/X283","v":26.732522796352583},null," (ใช้Wire  Mesh   ø  4  มม. @ 0.10 x 0.30 ม.)",null,null,null,null,"  =",{"$f":"D280*H280","v":2110.8000000000002},"บาท",null,null,null,3.4,7.0999999999999994E-2,1.427,0.95099999999999996,0.95099999999999996,0.71299999999999997,0.71299999999999997,0.57099999999999995,0.47499999999999998]
[null,"ลวดผูกเหล็ก",null,null,null,"กก.","@",null,null,null,null,null,null,null,"  =",{"$f":"IF(D281=0,\" \",D281*H281)","v":" "},"บาท",null,null,null,3.6,0.08,1.599,1.0660000000000001,1.0660000000000001,0.8,0.8,0.64,0.53300000000000003]
[null,"ค่าแบบ",null,null,null,{"$f":"('ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$58)/2","v":5.75},null,"x",10,null,null,null,null,null,"  =",{"$f":"+F282*I282","v":57.5},"บาท",null,null,null,3.8,8.8999999999999996E-2,1.782,1.1879999999999999,1.1879999999999999,0.89100000000000001,0.89100000000000001,0.71299999999999997,0.59399999999999997]
[null,"ค่าปูผิวคอนกรีต  (PAVER)",null,null,null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$59","v":9.5399999999999991},null,"x",{"$f":"F276","v":60},null,null,null,null,null,"  =",{"$f":"F283*I283","v":572.4},"บาท",null,null,null,4,9.9000000000000005E-2,1.974,1.3160000000000001,1.3160000000000001,0.98699999999999999,0.98699999999999999,0.79,0.65800000000000003]
[null,"ค่าบ่มผิวทางคอนกรีต",null,null,null,null,null,"x",{"$f":"IF(F284=0,\" \",F276)","v":" "},null,null,null,null,null,"  =",{"$f":"IF(F284=0,\" \",F284*I284)","v":" "},"บาท",null,null,null,4.3,0.114,2.282,1.5209999999999999,1.5209999999999999,1.141,1.141,0.91300000000000003,0.76100000000000001]
[null,"ค่าใช้จ่ายรวม",null,null,null,null,null,null,null,null,null,null,null,null,"  =",{"$f":"SUM(P277:P284)","v":26503.16857142857},"บาท",null,null,null,4.5999999999999996,0.13100000000000001,2.6110000000000002,1.7410000000000001,1.7410000000000001,1.306,1.306,1.044,0.87]
[null,"ค่างานต้นทุน",null,null,null,{"$f":"P285","v":26503.16857142857},null,"/",{"$f":"F276","v":60},null,null,null,null,null,"  =",{"$f":"ROUND(F286/I286,2)","v":441.72},"บาท/ตร.ม.","<<< ย้อนกลับ",null,null,5,0.154,3.085,2.0569999999999999,2.0569999999999999,1.5429999999999999,1.5429999999999999,1.234,1.028]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,5.6,0.193,3.87,2.58,2.58,1.9350000000000001,1.9350000000000001,1.548,1.29]
[null,"รอยต่อเผื่อขยายตามขวาง  (Expansion  Joint)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6,0.222,4.4420000000000002,2.9620000000000002,2.9620000000000002,2.2210000000000001,2.2210000000000001,1.7769999999999999,1.4810000000000001]
[null,"คิดจากความยาว  ",null,null,{"$f":"ข้อมูลเริ่มต้น!$K$103","v":6},null," ม."]
[null,"ค่าเหล็ก Dowel Bar",null,null,null,{"$f":"((E289/0.5)*0.5)*2.226","v":13.356},null,"กก.","@",{"$f":"ข้อมูลเริ่มต้น!$L$54/1000","v":28.027000000000001},null,null,null,null,"  =",{"$f":"F290*J290","v":374.32861200000002},"บาท"]
[null,"Metal Cap + ทาสี + จาระบี",null,null,null,{"$f":"E289/0.5","v":12},null,"ชุด","@",5,null,null,null,null,"  =",60,"บาท"]
[null,"แผ่นโฟม อุดรอยต่อคอนกรีต",null,null,null,{"$f":"E289*(ข้อมูลเริ่มต้น!I11/100)","v":1.2000000000000002},null,"ตร.ม.","@",48,null,null,null,null,"  =",57.600000000000009,"บาท"]
[null,"ยางหยอดร่อง ยารอยต่อคอนกรีต",null,null,null,{"$f":"E289*0.62","v":3.7199999999999998},null,"ลิตร","@",{"$f":"ROUNDDOWN((ข้อมูลเริ่มต้น!$L$62/1000)*0.5,)","v":15},null,null,null,null,"  =",55.8,"บาท"]
[null,"ค่าหยอดยาง",null,null,null,{"$f":"E289","v":6},null,"ม.","@",{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$61","v":12.96},null,null,null,null,"  =",77.760000000000005,"บาท"]
[null,"ไม้แบบ (2)",null,null,null,{"$f":"E289*(ข้อมูลเริ่มต้น!I11/100)","v":1.2000000000000002},null,"ตร.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$S$81","v":222.27},null,null,null,null,"  =",266.72400000000005,"บาท"]
[null,"ค่าใช้จ่ายรวม",null,null,null,null,null,null,null,null,null,null,null,null,"  =",{"$f":"SUM(P290:P295)","v":892.21261200000004},"บาท"]
[null,"ค่างานต้นทุน",null,null,null,{"$f":"P296","v":892.21261200000004},null,"/",{"$f":"E289","v":6},null,null,null,null,null,"  =",{"$f":"ROUND(F297/I297,2)","v":148.69999999999999},"บาท/เมตร","<<< ย้อนกลับ"]
[]
[null,"รอยต่อเผื่อหดตามขวาง  (Contraction  Joint)"]
[null,"คิดจากความยาว  ",null,null,{"$f":"ข้อมูลเริ่มต้น!$K$103","v":6},null," ม."]
[null,"ค่าเหล็ก Dowel Bar",null,null,null,{"$f":"((E300/0.5)*0.5)*1.387","v":8.3219999999999992},null,"กก.","@",{"$f":"ข้อมูลเริ่มต้น!$L$53/1000","v":27.97466},null,null,null,null,"  =",{"$f":"F301*J301","v":232.80512051999997},"บาท"]
[null,"ค่าตัด Joint และหยอดยาง",null,null,null,{"$f":"E300","v":6},null,"ม.","@",{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$60","v":21.77},null,null,null,null,"  =",{"$f":"F302*J302","v":130.62},"บาท"]
[null,"ทาสี + จาระบี",null,null,null,{"$f":"E300/0.5","v":12},null,"ชุด","@",2,null,null,null,null,"  =",{"$f":"F303*J303","v":24},"บาท"]
[null,"ยางหยอดร่อง ยารอยต่อคอนกรีต",null,null,null,{"$f":"E300*0.4","v":2.4000000000000004},null,"ลิตร","@",{"$f":"ROUNDDOWN((ข้อมูลเริ่มต้น!$L$62/1000)*0.5,)","v":15},null,null,null,null,"  =",{"$f":"F304*J304","v":36.000000000000007},"บาท"]
[null,"ค่าใช้จ่ายรวม",null,null,null,null,null,null,null,null,null,null,null,null,"  =",{"$f":"SUM(P301:P304)","v":423.42512051999995},"บาท"]
[null,"ค่างานต้นทุน",null,null,null,{"$f":"P305","v":423.42512051999995},null,"/",{"$f":"E300","v":6},null,null,null,null,null,"  =",{"$f":"ROUND(F306/I306,2)","v":70.569999999999993},"บาท/เมตร","<<< ย้อนกลับ"]
[]
[null,"รอยต่อตามยาว  (Longitudinal  Joint)"]
[null,"คิดจากความยาว  ",null,null,10,null," ม."]
[null,"ค่าเหล็ก Tie Bar",null,null,null,{"$f":"((E309/0.5)*0.5)*1.58","v":15.8},null,"กก.","@",{"$f":"ข้อมูลเริ่มต้น!$L$56/1000","v":26.350919999999999},null,null,null,null,"  =",{"$f":"F310*J310","v":416.34453600000001},"บาท"]
[null,"ค่าตัด Joint และหยอดยาง",null,null,null,{"$f":"E309","v":10},null,"ม.","@",{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!$G$60","v":21.77},null,null,null,null,"  =",{"$f":"F311*J311","v":217.7},"บาท"]
[null,"ยางหยอดร่อง ยารอยต่อคอนกรีต",null,null,null,{"$f":"E309*0.5","v":5},null,"ลิตร","@",{"$f":"ROUNDDOWN((ข้อมูลเริ่มต้น!$L$62/1000)*0.5,)","v":15},null,null,null,null,"  =",{"$f":"F312*J312","v":75},"บาท"]
[null,"ค่าใช้จ่ายรวม",null,null,null,null,null,null,null,null,null,null,null,null,"  =",{"$f":"SUM(P310:P312)","v":709.04453599999999},"บาท"]
[null,"ค่างานต้นทุน",null,null,null,{"$f":"P313","v":709.04453599999999},null,"/",{"$f":"E309","v":10},null,null,null,null,null,"  =",{"$f":"ROUND(F314/I314,2)","v":70.900000000000006},"บาท/เมตร","<<< ย้อนกลับ"]
[]
[null,"งานท่อกลมคอนกรีตเสริมเหล็ก  ø 0.30  ม.  ชั้น 3  (R.C. Pipe Culvert Dia. 0.30  m. CLASS 3)"]
[null,"ขุดดิน",{"$f":"((0.3+(0.05*2)+1)*(1 )*((0.3+(0.05*2)+0.3)))","v":0.97999999999999987},null,"ลบ.ม. @",null,{"$f":"$P$66","v":37.51},null,null,null,null,null,null,null,"  =",{"$f":"C317*G317","v":36.759799999999991},"บาท/ม."]
[null,"ค่าท่อ     Ø  0.30  ม. ชั้น 3",null,null,null,null,null,null,null,null,null,null,null,null,"  =",{"$f":"ข้อมูลเริ่มต้น!$G$73","v":340.19},"บาท/ม."]
[null,"ค่าขนส่ง",null,null,null,null,null,null,null,null,null,null,null,null,"  =",{"$f":"O328","v":22.621874999999999},"บาท/ม."]
[null,"ค่าวางและกลบกลับ",null,null,null,null,null,null,null,null,null,null,null,null,"  =",140,"บาท/ม."]
[null,"ค่าใช้จ่ายรวม",null,null,null,null,null,null,null,null,null,null,null,null,"  =",{"$f":"SUM(P317:P320)","v":539.57167499999991},"บาท/ม."]
[null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุน",null,null,"  =",{"$f":"ROUND(P321,2)","v":539.57000000000005},"บาท/ม.","<<< ย้อนกลับ"]
[null,"หมายเหตุ"]
[null,"    ค่าขนส่งท่อคิดจารการขนโดยรถบรรทุก  10  ล้อ  เที่ยวละ  13  ตัน"]
[null,"    ค่าขนท่อขึ้น - ลง  คิดเที่ยวละ  300  บาท "]
[null,"    ค่าขนส่ง     ",null,{"$f":"ข้อมูลเริ่มต้น!$H$73","v":30},null,"กม.=",{"$f":"IF(D326>200,D326*'10ล้อ'!$H$208,VLOOKUP(D326,'10ล้อ'!$B$6:$D$205,2))","v":60.45},{"$f":"IF(G326>200,G326*'10ล้อ'!#REF!,VLOOKUP(G326,'10ล้อ'!$B$6:$D$205,2))","v":120.17},"x 13+300",null,null,null,null,"  =",{"$f":"+G326*13+300","v":1085.8499999999999},"บาท/เที่ยว"]
[]
[null,"    ค่าขนส่งเฉลี่ย                       = ",null,null,null,{"$f":"+O326","v":1085.8499999999999},null,"/",48,null,null,null,null,"  =",{"$f":"+F328/I328","v":22.621874999999999},"บาท/ม."]
[]
[null,"งานท่อกลมคอนกรีตเสริมเหล็ก  ø 0.40  ม.  ชั้น 3  (R.C. Pipe Culvert Dia. 0.40  m. CLASS 3)"]
[null,"ขุดดิน",{"$f":"((0.4+(0.06*2)+1)*((0.4+(0.06*2)+0.3)))","v":1.2464000000000002},null,"ลบ.ม. @",null,{"$f":"$P$66","v":37.51},null,null,null,null,null,null,null,"  =",{"$f":"C331*G331","v":46.752464000000003},"บาท/ม."]
[null,"ค่าท่อ     Ø  0.40  ม. ชั้น 3",null,null,null,null,null,null,null,null,null,null,null,null,"  =",{"$f":"ข้อมูลเริ่มต้น!$G$74","v":387.85},"บาท/ม."]
[null,"ค่าขนส่ง",null,null,null,null,null,null,null,null,null,null,null,null,"  =",{"$f":"O342","v":33.932812499999997},"บาท/ม."]
[null,"ค่าวางและกลบกลับ",null,null,null,null,null,null,null,null,null,null,null,null,"  =",140,"บาท/ม."]
[null,"ค่าใช้จ่ายรวม",null,null,null,null,null,null,null,null,null,null,null,null,"  =",{"$f":"SUM(P331:P334)","v":608.53527650000001},"บาท/ม."]
[null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุน",null,null,"  =",{"$f":"ROUND(P335,2)","v":608.54},"บาท/ม.","<<< ย้อนกลับ"]
[null,"หมายเหตุ"]
[null,"    ค่าขนส่งท่อคิดจารการขนโดยรถบรรทุก  10  ล้อ  เที่ยวละ  13  ตัน"]
[null,"    ค่าขนท่อขึ้น - ลง  คิดเที่ยวละ  300  บาท "]
[null,"    ค่าขนส่ง     ",null,{"$f":"ข้อมูลเริ่มต้น!$H$74","v":30},null,"กม.=",{"$f":"IF(D340>200,D340*'10ล้อ'!$H$208,VLOOKUP(D340,'10ล้อ'!$B$6:$D$205,2))","v":60.45},{"$f":"IF(G340>200,G340*'10ล้อ'!#REF!,VLOOKUP(G340,'10ล้อ'!$B$6:$D$205,2))","v":120.17},"x 13+300",null,null,null,null,"  =",{"$f":"+G340*13+300","v":1085.8499999999999},"บาท/เที่ยว"]
[]
[null,"    ค่าขนส่งเฉลี่ย                       = ",null,null,null,{"$f":"+O340","v":1085.8499999999999},null,"/",32,null,null,null,null,"  =",{"$f":"+F342/I342","v":33.932812499999997},"บาท/ม."]
[]
[null,"งานท่อกลมคอนกรีตเสริมเหล็ก  ø 0.60  ม.  ชั้น 3  (R.C. Pipe Culvert Dia. 0.60  m. CLASS 3)"]
[null,"ขุดดิน",{"$f":"((0.6+(0.075*2)+1)*((0.6+(0.075*2)+0.3)))","v":1.8375000000000001},null,"ลบ.ม. @",null,{"$f":"$P$66","v":37.51},null,null,null,null,null,null,null,"  =",{"$f":"C345*G345","v":68.924625000000006},"บาท/ม."]
[null,"ค่าท่อ     Ø  0.60  ม. ชั้น 3",null,null,null,null,null,null,null,null,null,null,null,null,"  =",{"$f":"ข้อมูลเริ่มต้น!$G$75","v":485.98},"บาท/ม."]
[null,"ค่าขนส่ง",null,null,null,null,null,null,null,null,null,null,null,null,"  =",{"$f":"O356","v":45.243749999999999},"บาท/ม."]
[null,"ค่าวางและกลบกลับ",null,null,null,null,null,null,null,null,null,null,null,null,"  =",345,"บาท/ม."]
[null,"ค่าใช้จ่ายรวม",null,null,null,null,null,null,null,null,null,null,null,null,"  =",{"$f":"SUM(P345:P348)","v":945.14837499999999},"บาท/ม."]
[null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุน",null,null,"  =",{"$f":"ROUND(P349,2)","v":945.15},"บาท/ม.","<<< ย้อนกลับ"]
[null,"หมายเหตุ"]
[null,"    ค่าขนส่งท่อคิดจารการขนโดยรถบรรทุก  10  ล้อ  เที่ยวละ  13  ตัน"]
[null,"    ค่าขนท่อขึ้น - ลง  คิดเที่ยวละ  300  บาท "]
[null,"    ค่าขนส่ง     ",null,{"$f":"ข้อมูลเริ่มต้น!$H$75","v":30},null,"กม.=",{"$f":"IF(D354>200,D354*'10ล้อ'!$H$208,VLOOKUP(D354,'10ล้อ'!$B$6:$D$205,2))","v":60.45},{"$f":"IF(G354>200,G354*'10ล้อ'!#REF!,VLOOKUP(G354,'10ล้อ'!$B$6:$D$205,2))","v":120.17},"x 13+300",null,null,null,null,"  =",{"$f":"+G354*13+300","v":1085.8499999999999},"บาท/เที่ยว"]
[]
[null,"    ค่าขนส่งเฉลี่ย                       = ",null,null,null,{"$f":"+O354","v":1085.8499999999999},null,"/",24,null,null,null,null,"  =",{"$f":"+F356/I356","v":45.243749999999999},"บาท/ม."]
[]
[null,"งานท่อกลมคอนกรีตเสริมเหล็ก  ø 0.80  ม.  ชั้น 3  (R.C. Pipe Culvert Dia. 0.80  m. CLASS 3)"]
[null,"ขุดดิน",{"$f":"((0.8+(0.095*2)+1)*((0.8+(0.095*2)+0.3)))","v":2.5670999999999999},null,"ลบ.ม. @",null,{"$f":"$P$66","v":37.51},null,null,null,null,null,null,null,"  =",{"$f":"C359*G359","v":96.291920999999988},"บาท/ม."]
[null,"ค่าท่อ     Ø  0.80  ม. ชั้น 3",null,null,null,null,null,null,null,null,null,null,null,null,"  =",{"$f":"ข้อมูลเริ่มต้น!$G$76","v":1168.22},"บาท/ม."]
[null,"ค่าขนส่ง",null,null,null,null,null,null,null,null,null,null,null,null,"  =",{"$f":"O370","v":60.324999999999996},"บาท/ม."]
[null,"ค่าวางและกลบกลับ",null,null,null,null,null,null,null,null,null,null,null,null,"  =",421,"บาท/ม."]
[null,"ค่าใช้จ่ายรวม",null,null,null,null,null,null,null,null,null,null,null,null,"  =",{"$f":"SUM(P359:P362)","v":1745.8369210000001},"บาท/ม."]
[null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุน",null,null,"  =",{"$f":"ROUND(P363,2)","v":1745.84},"บาท/ม.","<<< ย้อนกลับ"]
[null,"หมายเหตุ"]
[null,"    ค่าขนส่งท่อคิดจารการขนโดยรถบรรทุก  10  ล้อ  เที่ยวละ  13  ตัน"]
[null,"    ค่าขนท่อขึ้น - ลง  คิดเที่ยวละ  300  บาท "]
[null,"    ค่าขนส่ง     ",null,{"$f":"ข้อมูลเริ่มต้น!$H$76","v":30},null,"กม.=",{"$f":"IF(D368>200,D368*'10ล้อ'!$H$208,VLOOKUP(D368,'10ล้อ'!$B$6:$D$205,2))","v":60.45},{"$f":"IF(G368>200,G368*'10ล้อ'!#REF!,VLOOKUP(G368,'10ล้อ'!$B$6:$D$205,2))","v":120.17},"x 13+300",null,null,null,null,"  =",{"$f":"+G368*13+300","v":1085.8499999999999},"บาท/เที่ยว"]
[]
[null,"    ค่าขนส่งเฉลี่ย                       = ",null,null,null,{"$f":"+O368","v":1085.8499999999999},null,"/",18,null,null,null,null,"  =",{"$f":"+F370/I370","v":60.324999999999996},"บาท/ม."]
[]
[null,"งานท่อกลมคอนกรีตเสริมเหล็ก  ø 1.00  ม.  ชั้น 3  (R.C. Pipe Culvert Dia. 1.00  m. CLASS 3)"]
[null,"ขุดดิน",{"$f":"((1+(0.11*2)+1)*((1+(0.11*2)+0.3)))","v":3.3743999999999996},null,"ลบ.ม. @",null,{"$f":"$P$66","v":37.51},null,null,null,null,null,null,null,"  =",{"$f":"C373*G373","v":126.57374399999998},"บาท/ม."]
[null,"ค่าท่อ     Ø  1.00  ม. ชั้น 3",null,null,null,null,null,null,null,null,null,null,null,null,"  =",{"$f":"ข้อมูลเริ่มต้น!$G$77","v":1635.51},"บาท/ม."]
[null,"ค่าขนส่ง",null,null,null,null,null,null,null,null,null,null,null,null,"  =",{"$f":"O384","v":108.58499999999999},"บาท/ม."]
[null,"ค่าวางและกลบกลับ",null,null,null,null,null,null,null,null,null,null,null,null,"  =",510,"บาท/ม."]
[null,"ค่าใช้จ่ายรวม",null,null,null,null,null,null,null,null,null,null,null,null,"  =",{"$f":"SUM(P373:P376)","v":2380.6687440000001},"บาท/ม."]
[null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุน",null,null,"  =",{"$f":"ROUND(P377,2)","v":2380.67},"บาท/ม.","<<< ย้อนกลับ"]
[null,"หมายเหตุ"]
[null,"    ค่าขนส่งท่อคิดจารการขนโดยรถบรรทุก  10  ล้อ  เที่ยวละ  13  ตัน"]
[null,"    ค่าขนท่อขึ้น - ลง  คิดเที่ยวละ  300  บาท "]
[null,"    ค่าขนส่ง     ",null,{"$f":"ข้อมูลเริ่มต้น!$H$77","v":30},null,"กม.=",{"$f":"IF(D382>200,D382*'10ล้อ'!$H$208,VLOOKUP(D382,'10ล้อ'!$B$6:$D$205,2))","v":60.45},{"$f":"IF(G382>200,G382*'10ล้อ'!#REF!,VLOOKUP(G382,'10ล้อ'!$B$6:$D$205,2))","v":120.17},"x 13+300",null,null,null,null,"  =",{"$f":"+G382*13+300","v":1085.8499999999999},"บาท/เที่ยว"]
[]
[null,"    ค่าขนส่งเฉลี่ย                       = ",null,null,null,{"$f":"+O382","v":1085.8499999999999},null,"/",10,null,null,null,null,"  =",{"$f":"+F384/I384","v":108.58499999999999},"บาท/ม."]
[]
[null,"งานท่อกลมคอนกรีตเสริมเหล็ก  ø 1.20  ม.  ชั้น 3  (R.C. Pipe Culvert Dia. 1.20  m. CLASS 3)"]
[null,"ขุดดิน",{"$f":"((1.2+(0.125*2)+1)*((1.2+(0.125*2)+0.3)))","v":4.2875000000000005},null,"ลบ.ม. @",null,{"$f":"$P$66","v":37.51},null,null,null,null,null,null,null,"  =",{"$f":"C387*G387","v":160.82412500000001},"บาท/ม."]
[null,"ค่าท่อ     Ø  1.20  ม. ชั้น 3",null,null,null,null,null,null,null,null,null,null,null,null,"  =",{"$f":"ข้อมูลเริ่มต้น!$G$78","v":2289.7199999999998},"บาท/ม."]
[null,"ค่าขนส่ง",null,null,null,null,null,null,null,null,null,null,null,null,"  =",{"$f":"O398","v":135.73124999999999},"บาท/ม."]
[null,"ค่าวางและกลบกลับ",null,null,null,null,null,null,null,null,null,null,null,null,"  =",575,"บาท/ม."]
[null,"ค่าใช้จ่ายรวม",null,null,null,null,null,null,null,null,null,null,null,null,"  =",{"$f":"SUM(P387:P390)","v":3161.2753749999997},"บาท/ม."]
[null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุน",null,null,"  =",{"$f":"ROUND(P391,2)","v":3161.28},"บาท/ม.","<<< ย้อนกลับ"]
[null,"หมายเหตุ"]
[null,"    ค่าขนส่งท่อคิดจารการขนโดยรถบรรทุก  10  ล้อ  เที่ยวละ  13  ตัน"]
[null,"    ค่าขนท่อขึ้น - ลง  คิดเที่ยวละ  300  บาท "]
[null,"    ค่าขนส่ง     ",null,{"$f":"ข้อมูลเริ่มต้น!$H$78","v":30},null,"กม.=",{"$f":"IF(D396>200,D396*'10ล้อ'!$H$208,VLOOKUP(D396,'10ล้อ'!$B$6:$D$205,2))","v":60.45},{"$f":"IF(G396>200,G396*'10ล้อ'!#REF!,VLOOKUP(G396,'10ล้อ'!$B$6:$D$205,2))","v":120.17},"x 13+300",null,null,null,null,"  =",{"$f":"+G396*13+300","v":1085.8499999999999},"บาท/เที่ยว"]
[]
[null,"    ค่าขนส่งเฉลี่ย                       = ",null,null,null,{"$f":"+O396","v":1085.8499999999999},null,"/",8,null,null,null,null,"  =",{"$f":"+F398/I398","v":135.73124999999999},"บาท/ม."]
[]
[null,"งานท่อกลมคอนกรีตเสริมเหล็ก  ø 1.50  ม.  ชั้น 3  (R.C. Pipe Culvert Dia. 1.50  m. CLASS 3)"]
[null,"ขุดดิน",{"$f":"((1.5+(0.15*2)+1)*((1.5+(0.15*2)+0.3)))","v":5.88},null,"ลบ.ม. @",null,{"$f":"$P$66","v":37.51},null,null,null,null,null,null,null,"  =",{"$f":"C401*G401","v":220.55879999999999},"บาท/ม."]
[null,"ค่าท่อ     Ø  1.50  ม. ชั้น 3",null,null,null,null,null,null,null,null,null,null,null,null,"  =",{"$f":"ข้อมูลเริ่มต้น!$G$79","v":4439.25},"บาท/ม."]
[null,"ค่าขนส่ง",null,null,null,null,null,null,null,null,null,null,null,null,"  =",{"$f":"O412","v":217.17},"บาท/ม."]
[null,"ค่าวางและกลบกลับ",null,null,null,null,null,null,null,null,null,null,null,null,"  =",635,"บาท/ม."]
[null,"ค่าใช้จ่ายรวม",null,null,null,null,null,null,null,null,null,null,null,null,"  =",{"$f":"SUM(P401:P404)","v":5511.9787999999999},"บาท/ม."]
[null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุน",null,null,"  =",{"$f":"ROUND(P405,2)","v":5511.98},"บาท/ม.","<<< ย้อนกลับ"]
[null,"หมายเหตุ"]
[null,"    ค่าขนส่งท่อคิดจารการขนโดยรถบรรทุก  10  ล้อ  เที่ยวละ  13  ตัน"]
[null,"    ค่าขนท่อขึ้น - ลง  คิดเที่ยวละ  300  บาท "]
[null,"    ค่าขนส่ง     ",null,{"$f":"ข้อมูลเริ่มต้น!$H$79","v":30},null,"กม.=",{"$f":"IF(D410>200,D410*'10ล้อ'!$H$208,VLOOKUP(D410,'10ล้อ'!$B$6:$D$205,2))","v":60.45},{"$f":"IF(G410>200,G410*'10ล้อ'!#REF!,VLOOKUP(G410,'10ล้อ'!$B$6:$D$205,2))","v":120.17},"x 13+300",null,null,null,null,"  =",{"$f":"+G410*13+300","v":1085.8499999999999},"บาท/เที่ยว"]
[]
[null,"    ค่าขนส่งเฉลี่ย                       = ",null,null,null,{"$f":"+O410","v":1085.8499999999999},null,"/",5,null,null,null,null,"  =",{"$f":"+F412/I412","v":217.17},"บาท/ม."]
[]
[null,"กำแพงปากท่อสำหรับท่อกลมคอนกรีต  1 - ø  0.60  ม. (Concrete headwall For  R.C.P. 1 - Ø 0.60 ม. )"]
[]
[null,"คอนกรีต   ค 1",null,null,null,null,0.82,null,"ลบ.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$62","v":2008.98},null,null,null,"=",{"$f":"G416*K416","v":1647.3635999999999},"บาท"]
[null,"เหล็กเสริม",null,null,null,null,23.16,null,"กก.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$13/1000","v":27.98556},null,null,null,"=",648.14556960000004,"บาท"]
[null,"ลวดผูกเหล็ก",null,null,null,null,{"$f":"G417*0.03","v":0.69479999999999997},null,"กก.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$23","v":33.94},null,null,null,"=",23.581511999999996,"บาท"]
[null,"ไม้แบบ(1)",null,null,null,null,3.9,null,"ตร.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$S$74","v":255.59},null,null,null,"=",996.80100000000004,"บาท"]
[null,"ขุดดิน ตกแต่งพื้นที่",null,null,null,null,0.88,null,"ลบ.ม.","@",50,null,null,null,"=",44,"บาท"]
[null,null,null,"ค่างานต้นทุน",null,null,null,null,null,null,null,null,null,null,"=",{"$f":"ROUND(SUM(P416:P420),2)","v":3359.89},"บาท/EACH","<<< ย้อนกลับ"]
[]
[null,null,"หมายเหตุ  ปริมาณวัสดุเผื่อส่วนสูญเสียแล้ว"]
[]
[null,"กำแพงปากท่อสำหรับท่อกลมคอนกรีต  2 - ø  0.60  ม. (Concrete headwall For  R.C.P. 2 - Ø 0.60 ม. )"]
[]
[null,"คอนกรีต   ค 1",null,null,null,null,1.23,null,"ลบ.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$62","v":2008.98},null,null,null,"=",{"$f":"G427*K427","v":2471.0454},"บาท"]
[null,"เหล็กเสริม",null,null,null,null,34.19,null,"กก.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$13/1000","v":27.98556},null,null,null,"=",956.82629639999993,"บาท"]
[null,"ลวดผูกเหล็ก",null,null,null,null,{"$f":"G428*0.03","v":1.0256999999999998},null,"กก.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$23","v":33.94},null,null,null,"=",34.812257999999993,"บาท"]
[null,"ไม้แบบ(1)",null,null,null,null,5.52,null,"ตร.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$S$74","v":255.59},null,null,null,"=",1410.8568,"บาท"]
[null,"ขุดดิน ตกแต่งพื้นที่",null,null,null,null,1.35,null,"ลบ.ม.","@",50,null,null,null,"=",67.5,"บาท"]
[null,null,null,"ค่างานต้นทุน",null,null,null,null,null,null,null,null,null,null,"=",{"$f":"ROUND(SUM(P427:P431),2)","v":4941.04},"บาท/EACH","<<< ย้อนกลับ"]
[]
[null,null,"หมายเหตุ  ปริมาณวัสดุเผื่อส่วนสูญเสียแล้ว"]
[]
[null,"กำแพงปากท่อสำหรับท่อกลมคอนกรีต  3 - ø  0.60  ม. (Concrete headwall For  R.C.P. 1 - Ø 0.60 ม. )"]
[]
[null,"คอนกรีต   ค 1",null,null,null,null,1.64,null,"ลบ.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$62","v":2008.98},null,null,null,"=",{"$f":"G438*K438","v":3294.7271999999998},"บาท"]
[null,"เหล็กเสริม",null,null,null,null,45.23,null,"กก.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$13/1000","v":27.98556},null,null,null,"=",1265.7868787999998,"บาท"]
[null,"ลวดผูกเหล็ก",null,null,null,null,{"$f":"G439*0.03","v":1.3568999999999998},null,"กก.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$23","v":33.94},null,null,null,"=",46.05318599999999,"บาท"]
[null,"ไม้แบบ(1)",null,null,null,null,7.14,null,"ตร.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$S$74","v":255.59},null,null,null,"=",1824.9125999999999,"บาท"]
[null,"ขุดดิน ตกแต่งพื้นที่",null,null,null,null,1.83,null,"ลบ.ม.","@",50,null,null,null,"=",91.5,"บาท"]
[null,null,null,"ค่างานต้นทุน",null,null,null,null,null,null,null,null,null,null,"=",{"$f":"ROUND(SUM(P438:P442),2)","v":6522.98},"บาท/EACH","<<< ย้อนกลับ"]
[]
[null,null,"หมายเหตุ  ปริมาณวัสดุเผื่อส่วนสูญเสียแล้ว"]
[]
[null,"กำแพงปากท่อสำหรับท่อกลมคอนกรีต  1 - ø  0.80  ม. (Concrete headwall For  R.C.P. 1 - Ø 0.80 ม. )"]
[]
[null,"คอนกรีต   ค 1",null,null,null,null,1.02,null,"ลบ.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$62","v":2008.98},null,null,null,"=",{"$f":"G449*K449","v":2049.1596},"บาท"]
[null,"เหล็กเสริม",null,null,null,null,28.93,null,"กก.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$13/1000","v":27.98556},null,null,null,"=",809.62225079999996,"บาท"]
[null,"ลวดผูกเหล็ก",null,null,null,null,{"$f":"G450*0.03","v":0.8679},null,"กก.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$23","v":33.94},null,null,null,"=",29.456525999999997,"บาท"]
[null,"ไม้แบบ(1)",null,null,null,null,4.4000000000000004,null,"ตร.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$S$74","v":255.59},null,null,null,"=",1124.596,"บาท"]
[null,"ขุดดิน ตกแต่งพื้นที่",null,null,null,null,1.1200000000000001,null,"ลบ.ม.","@",50,null,null,null,"=",56.000000000000007,"บาท"]
[null,null,null,"ค่างานต้นทุน",null,null,null,null,null,null,null,null,null,null,"=",{"$f":"ROUND(SUM(P449:P453),2)","v":4068.83},"บาท/EACH","<<< ย้อนกลับ"]
[]
[null,null,"หมายเหตุ  ปริมาณวัสดุเผื่อส่วนสูญเสียแล้ว"]
[]
[null,"กำแพงปากท่อสำหรับท่อกลมคอนกรีต  2 - ø  0.80  ม. (Concrete headwall For  R.C.P. 2 - Ø 0.80 ม. )"]
[]
[null,"คอนกรีต   ค 1",null,null,null,null,1.62,null,"ลบ.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$62","v":2008.98},null,null,null,"=",{"$f":"G460*K460","v":3254.5476000000003},"บาท"]
[null,"เหล็กเสริม",null,null,null,null,45.96,null,"กก.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$13/1000","v":27.98556},null,null,null,"=",1286.2163376000001,"บาท"]
[null,"ลวดผูกเหล็ก",null,null,null,null,{"$f":"G461*0.03","v":1.3788},null,"กก.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$23","v":33.94},null,null,null,"=",46.796471999999994,"บาท"]
[null,"ไม้แบบ(1)",null,null,null,null,6.54,null,"ตร.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$S$74","v":255.59},null,null,null,"=",1671.5586000000001,"บาท"]
[null,"ขุดดิน ตกแต่งพื้นที่",null,null,null,null,1.84,null,"ลบ.ม.","@",50,null,null,null,"=",92,"บาท"]
[null,null,null,"ค่างานต้นทุน",null,null,null,null,null,null,null,null,null,null,"=",{"$f":"ROUND(SUM(P460:P464),2)","v":6351.12},"บาท/EACH","<<< ย้อนกลับ"]
[]
[null,null,"หมายเหตุ  ปริมาณวัสดุเผื่อส่วนสูญเสียแล้ว"]
[]
[null,"กำแพงปากท่อสำหรับท่อกลมคอนกรีต  3 - ø  0.80  ม. (Concrete headwall For  R.C.P. 3 - Ø 0.80 ม. )"]
[]
[null,"คอนกรีต   ค 1",null,null,null,null,2.23,null,"ลบ.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$62","v":2008.98},null,null,null,"=",{"$f":"G471*K471","v":4480.0254000000004},"บาท"]
[null,"เหล็กเสริม",null,null,null,null,63,null,"กก.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$13/1000","v":27.98556},null,null,null,"=",1763.0902799999999,"บาท"]
[null,"ลวดผูกเหล็ก",null,null,null,null,{"$f":"G472*0.03","v":1.89},null,"กก.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$23","v":33.94},null,null,null,"=",64.146599999999992,"บาท"]
[null,"ไม้แบบ(1)",null,null,null,null,8.68,null,"ตร.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$S$74","v":255.59},null,null,null,"=",2218.5212000000001,"บาท"]
[null,"ขุดดิน ตกแต่งพื้นที่",null,null,null,null,2.5499999999999998,null,"ลบ.ม.","@",50,null,null,null,"=",127.49999999999999,"บาท"]
[null,null,null,"ค่างานต้นทุน",null,null,null,null,null,null,null,null,null,null,"=",{"$f":"ROUND(SUM(P471:P475),2)","v":8653.2800000000007},"บาท/EACH","<<< ย้อนกลับ"]
[]
[null,null,"หมายเหตุ  ปริมาณวัสดุเผื่อส่วนสูญเสียแล้ว"]
[]
[null,"กำแพงปากท่อสำหรับท่อกลมคอนกรีต  1 - ø  1.00  ม. (Concrete headwall For  R.C.P. 1 - Ø 1.00 ม. )"]
[]
[null,"คอนกรีต   ค 1",null,null,null,null,1.22,null,"ลบ.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$62","v":2008.98},null,null,null,"=",{"$f":"G482*K482","v":2450.9555999999998},"บาท"]
[null,"เหล็กเสริม",null,null,null,null,36.15,null,"กก.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$13/1000","v":27.98556},null,null,null,"=",1011.6779939999999,"บาท"]
[null,"ลวดผูกเหล็ก",null,null,null,null,{"$f":"G483*0.03","v":1.0845},null,"กก.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$23","v":33.94},null,null,null,"=",36.807929999999999,"บาท"]
[null,"ไม้แบบ(1)",null,null,null,null,4.87,null,"ตร.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$S$74","v":255.59},null,null,null,"=",1244.7233000000001,"บาท"]
[null,"ขุดดิน ตกแต่งพื้นที่",null,null,null,null,1.38,null,"ลบ.ม.","@",50,null,null,null,"=",69,"บาท"]
[null,null,null,"ค่างานต้นทุน",null,null,null,null,null,null,null,null,null,null,"=",{"$f":"ROUND(SUM(P482:P486),2)","v":4813.16},"บาท/EACH","<<< ย้อนกลับ"]
[]
[null,null,"หมายเหตุ  ปริมาณวัสดุเผื่อส่วนสูญเสียแล้ว"]
[]
[null,"กำแพงปากท่อสำหรับท่อกลมคอนกรีต  2 - ø  1.00  ม. (Concrete headwall For  R.C.P. 2 - Ø 1.00 ม. )"]
[]
[null,"คอนกรีต   ค 1",null,null,null,null,2.0499999999999998,null,"ลบ.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$62","v":2008.98},null,null,null,"=",{"$f":"G493*K493","v":4118.4089999999997},"บาท"]
[null,"เหล็กเสริม",null,null,null,null,60.87,null,"กก.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$13/1000","v":27.98556},null,null,null,"=",1703.4810371999999,"บาท"]
[null,"ลวดผูกเหล็ก",null,null,null,null,{"$f":"G494*0.03","v":1.8260999999999998},null,"กก.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$23","v":33.94},null,null,null,"=",61.977833999999987,"บาท"]
[null,"ไม้แบบ(1)",null,null,null,null,7.52,null,"ตร.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$S$74","v":255.59},null,null,null,"=",1922.0367999999999,"บาท"]
[null,"ขุดดิน ตกแต่งพื้นที่",null,null,null,null,2.37,null,"ลบ.ม.","@",50,null,null,null,"=",118.5,"บาท"]
[null,null,null,"ค่างานต้นทุน",null,null,null,null,null,null,null,null,null,null,"=",{"$f":"ROUND(SUM(P493:P497),2)","v":7924.4},"บาท/EACH","<<< ย้อนกลับ"]
[]
[null,null,"หมายเหตุ  ปริมาณวัสดุเผื่อส่วนสูญเสียแล้ว"]
[]
[null,"กำแพงปากท่อสำหรับท่อกลมคอนกรีต  3 - ø  1.00  ม. (Concrete headwall For  R.C.P. 3 - Ø 1.00 ม. )"]
[]
[null,"คอนกรีต   ค 1",null,null,null,null,2.87,null,"ลบ.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$62","v":2008.98},null,null,null,"=",{"$f":"G504*K504","v":5765.7726000000002},"บาท"]
[null,"เหล็กเสริม",null,null,null,null,71.59,null,"กก.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$13/1000","v":27.98556},null,null,null,"=",2003.4862404,"บาท"]
[null,"ลวดผูกเหล็ก",null,null,null,null,{"$f":"G505*0.03","v":2.1476999999999999},null,"กก.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$23","v":33.94},null,null,null,"=",72.892937999999987,"บาท"]
[null,"ไม้แบบ(1)",null,null,null,null,10.17,null,"ตร.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$S$74","v":255.59},null,null,null,"=",2599.3503000000001,"บาท"]
[null,"ขุดดิน ตกแต่งพื้นที่",null,null,null,null,3.36,null,"ลบ.ม.","@",50,null,null,null,"=",168,"บาท"]
[null,null,null,"ค่างานต้นทุน",null,null,null,null,null,null,null,null,null,null,"=",{"$f":"ROUND(SUM(P504:P508),2)","v":10609.5},"บาท/EACH","<<< ย้อนกลับ"]
[]
[null,null,"หมายเหตุ  ปริมาณวัสดุเผื่อส่วนสูญเสียแล้ว"]
[]
[null,"งานตีเส้นจราจร  (Marking)"]
[null,"งานตีเส้น ThermoPlastic Paint ระดับ 1 (Yellow & White)"]
[]
[]
[null,null,"ค่าสี",null,4,null,"กก / ตร.ม.",null,null,null,"@",35,null,"=",{"$f":"E517*L517","v":140},"บาท / ตร.ม."]
[null,null,"ค่าลูกแก้ว",null,0.5,null,"กก / ตร.ม.",null,null,null,"@",40,null,"=",{"$f":"E518*L518","v":20},"บาท / ตร.ม."]
[null,null,"ค่า Primer",null,1,null,"ตร.ม.",null,null,null,"@",40,null,"=",{"$f":"E519*L519","v":40},"บาท / ตร.ม."]
[null,null,"ค่าดำเนินการ (ค่าแรงและค่าเสื่อมราคาเครื่องมือฯ)",null,null,null,null,null,null,null,"@",30,null,"=",{"$f":"L520","v":30},"บาท / ตร.ม."]
[null,null,"ค่าทดสอบความหนา , Factor การสะท้อนแสง , การสะท้อนแสง",null,null,null,null,null,null,null,"@",null,null,"=",{"$f":"L521","v":0},"บาท / ตร.ม."]
[]
[null,null,null,null,"รวมค่างานต้นทุน",null,null,null,null,null,null,null,null,"=",{"$f":"ROUND(SUM(O517:O522),2)","v":230},"บาท / ตร.ม.",null,"<<< ย้อนกลับ"]
[]
[null,"งานตีเส้น Traffic Paint ชนิดที่ 2 (Yellow & White)"]
[]
[]
[null,null,"ค่าสี",null,4,"ถัง /",50,"ตร.ม. (โดยประมาณ)",null,null,"@",40,null,"=",{"$f":"E528*L528","v":160},"บาท / ตร.ม."]
[null,null,"ค่าลูกแก้ว",null,0.5,null,"กก / ตร.ม.",null,null,null,"@",40,null,"=",{"$f":"E529*L529","v":20},"บาท / ตร.ม."]
[null,null,"ค่า Primer",null,1,null,"ตร.ม.",null,null,null,"@",40,null,"=",{"$f":"E530*L530","v":40},"บาท / ตร.ม."]
[null,null,"ค่าดำเนินการ (ค่าแรงและค่าเสื่อมราคาเครื่องมือฯ)",null,null,null,null,null,null,null,"@",30,null,"=",{"$f":"L531","v":30},"บาท / ตร.ม."]
[null,null,"ค่าทดสอบความหนา , Factor การสะท้อนแสง , การสะท้อนแสง",null,null,null,null,null,null,null,"@",null,null,"=",{"$f":"L532","v":0},"บาท / ตร.ม."]
[]
[null,null,null,null,"รวมค่างานต้นทุน",null,null,null,null,null,null,null,null,"=",{"$f":"ROUND(SUM(O528:O533),2)","v":250},"บาท / ตร.ม.",null,"<<< ย้อนกลับ"]
[]
[null,"งานท่อเหลี่ยมคอนกรีตเสริมเหล็ก  New  R.C.  Box  Culverts",null,null,null,null,null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!$M$41","v":"1-1.80x1.80"},null,null,"ยาว",{"$f":"ข้อมูลเริ่มต้น!$H$42","v":10},null,"ม."]
[null,null,null,null,null,"AT  STA.",null,{"$f":"ข้อมูลเริ่มต้น!$H$41","v":100}]
[null,null,null,null,null,"มุม  SKEW",null,0,null,null,"องศา",null,"ดินถมหลังท่อสูง ไม่เกิน  3.00  เมตร"]
[null,null,"(ตามแบบมาตรฐานท่อเหลี่ยม คสล. ของกรมทางหลวงชนบท   แบบเลขที่  ทช -5-203/45)"]
[null,"งานขุดดิน",null,null,null,{"$f":"'ปร.4 box'!C6","v":4.5},null,"ลบ.ม.","@",{"$f":"$P$66","v":37.51},null,null,null,null,"  =",{"$f":"F540*J540","v":168.79499999999999},"บาท"]
[null,"งานคอนกรีตหยาบ",null,null,null,{"$f":"'ปร.4 box'!C7","v":1.97},null,"ลบ.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$R$62","v":1925.85},null,null,null,null,"  =",3793.9244999999996,"บาท"]
[null,"งานคอนกรีต  ค.2",null,null,null,{"$f":"'ปร.4 box'!C8","v":31},null,"ลบ.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$P$62","v":2096.98},null,null,null,null,"  =",65006.38,"บาท"]
[null,"ไม้แบบ  (3)",null,null,null,{"$f":"'ปร.4 box'!C15","v":167},null,"ตร.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$S$92","v":426.6},null,null,null,null,"  =",71242.2,"บาท"]
[null,"ไม้ค้ำยัน   ø   3\" x 3.00 ม.",null,null,null,{"$f":"'ปร.4 box'!C11","v":50},null,"ต้น","@",{"$f":"ข้อมูลเริ่มต้น!$L$83","v":30},null,null,null,null,"  =",1500,"บาท"]
[null,"ไม้ค้ำยัน   ø   4\" x 3.00 ม.",null,null,null,{"$f":"'ปร.4 box'!C12","v":0},null,"ต้น","@",{"$f":"ข้อมูลเริ่มต้น!$L$84","v":35},null,null,null,null,"  =",0,"บาท"]
[null,"RB6",null,null,null,{"$f":"'ปร.4 box'!C17","v":29},null,"กก.","@",{"$f":"(ข้อมูลเริ่มต้น!$L$50/1000)","v":27.98556},null,null,null,null,"  =",811.58123999999998,"บาท"]
[null,"RB9",null,null,null,{"$f":"'ปร.4 box'!C18","v":657},null,"กก.","@",{"$f":"(ข้อมูลเริ่มต้น!$L$51/1000)","v":28.781009999999998},null,null,null,null,"  =",18909.12357,"บาท"]
[null,"DB12",null,null,null,{"$f":"'ปร.4 box'!C19","v":1338},null,"กก.","@",{"$f":"(ข้อมูลเริ่มต้น!$L$55/1000)","v":27.288419999999999},null,null,null,null,"  =",36511.905959999996,"บาท"]
[null,"DB16",null,null,null,{"$f":"'ปร.4 box'!C20","v":521},null,"กก.","@",{"$f":"(ข้อมูลเริ่มต้น!$L$56/1000)","v":26.350919999999999},null,null,null,null,"  =",13728.829319999999,"บาท"]
[null,"DB20",null,null,null,{"$f":"'ปร.4 box'!C21","v":0},null,"กก.","@",{"$f":"(ข้อมูลเริ่มต้น!$L$57/1000)","v":27.088429999999999},null,null,null,null,"  =",0,"บาท"]
[null,"DB25",null,null,null,{"$f":"'ปร.4 box'!C22","v":0},null,"กก.","@",{"$f":"(ข้อมูลเริ่มต้น!$L$58/1000)","v":27.21048},null,null,null,null,"  =",0,"บาท"]
[null,"ลวดผูกเหล็ก",null,null,null,{"$f":"'ปร.4 box'!C23","v":63},null,"กก.","@",{"$f":"ข้อมูลเริ่มต้น!$L$60","v":33.94},null,null,null,null,"  =",2138.2199999999998,"บาท"]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่าใช้จ่ายรวม",null,"  =",{"$f":"SUM(P540:P552)","v":213810.95958999998},"บาท"]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุน",null,"  =",{"$f":"ROUND(P553,2)","v":213810.96},"บาท/EACH","<<< ย้อนกลับ"]
[]
[null,"งานบ่อพัก  คสล. สำหรับท่อ ขนาด  ø 0.40 ม.  พร้อมฝาบ่อพัก",null,null,null,null,null,null,null,"( ตามแบบบ่อพัก  คสล. ของ ทต. หนองลาด )"]
[null,"ขนาด  0.77 x 1.00 ม. สูงเฉลี่ย",null,null,null,0.95,"  ม.       ท่อ   Ø   0.40   ม. เข้า - ออก"]
[null,"ก. บ่อพัก  คสล.    (ไม่รวมฝาปิด)"]
[null,"คอนกรีต  ค 2",null,null,null,null,0.29399999999999998,null,"ลบ.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$P$62","v":2096.98},null,null,null,"=",{"$f":"G559*K559","v":616.51211999999998},"บาท"]
[null,"เหล็กเสริม  RB  6  มม.",null,null,null,null,4.46,null,"กก.","@",{"$f":"('ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$13)/1000","v":27.98556},null,null,null,"=",124.8155976,"บาท"]
[null,"เหล็กเสริม  RB  9  มม.",null,null,null,null,14.93,null,"กก.","@",{"$f":"('ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$14)/1000","v":28.781009999999998},null,null,null,"=",{"$f":"G561*K561","v":429.70047929999998},"บาท"]
[null,"ลวดผูกเหล็ก",null,null,null,null,{"$f":"(G560+G561)*0.03","v":0.58169999999999999},null,"กก.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$23","v":33.94},null,null,null,"=",19.742897999999997,"บาท"]
[null,"ไม้แบบ (1)",null,null,null,null,5.55,null,"ตร.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$S$74","v":255.59},null,null,null,"=",1418.5245,"บาท"]
[null,"เหล็กฉาก L 50  x 50 x 3  มม.",null,null,null,null,3.14,null,"ม.","@",{"$f":"('ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$48)/6","v":70.833333333333329},null,null,null,"=",222.41666666666666,"บาท"]
[null,"ค่าเชื่อม",null,null,null,null,4,null,"จุด","@",5,null,null,null,"=",20,"บาท"]
[null,"ขุดดินและปรับพื้น",null,null,null,null,1.68,null,"ลบ.ม.","@",50,null,null,null,"=",84,"บาท"]
[null,"คอนกรีตหยาบ  1:3:5",null,null,null,null,null,null,"ลบ.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$R$62","v":1925.85},null,null,null,"=",0,"บาท"]
[null,"ทรายหยาบอัดแน่น",null,null,null,null,null,null,"ลบ.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$S$100","v":734.61},null,null,null,"=",0,"บาท"]
[null,"สีกันสนิม  2  ชั้น",null,null,null,null,0.314,null,"ตร.ม.","@",20,null,null,null,"=",6.28,"บาท"]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนเฉพาะ  บ่อพัก คสล.",null,"=",{"$f":"ROUND(SUM(P559:P569),2)","v":2941.99},"บาท"]
[]
[null,"ข. ฝาปิดตะแกรงเหล็ก   ( คิด  1  ฝา  ขนาด 0.67 x 0.90 ม.)"]
[null,null,"แผ่นเหล็ก  4 มม. x  5 ซม. ",null,null,null,16.079999999999998,null,"ม.","@",{"$f":"(ข้อมูลเริ่มต้น!$G$86)/6","v":45.833333333333336},null,null,null,"=",{"$f":"G573*K573","v":737},"บาท"]
[null,null,"แผ่นเหล็ก  6 มม. X  5 ซม. ",null,null,null,4.5,null,"ม.","@",{"$f":"(ข้อมูลเริ่มต้น!$G$87)/6","v":68.333333333333329},null,null,null,"=",{"$f":"G574*K574","v":307.5},"บาท"]
[null,null,"ค่าเชื่อม",null,null,null,186,null,"จุด","@",5,null,null,null,"=",{"$f":"G575*K575","v":930},"บาท"]
[null,null,"ค่าทาสีกันสนิม  2  ชั้น",null,null,null,2.0499999999999998,null,"ตร.ม.","@",20,null,null,null,"=",{"$f":"G576*K576","v":41},"บาท"]
[null,null,"ค่าทาสีน้ำมัน  1  ชั้น",null,null,null,null,null,"ตร.ม.","@",10,null,null,null,"=",{"$f":"G577*K577","v":0},"บาท"]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนฝาตะแกรงเหล็ก  1  ฝา",null,"=",{"$f":"ROUND(SUM(P573:P577),2)","v":2015.5},"บาท"]
[]
[null,null,"ค่างานต้นทุน",null," =","ค่างาน  บ่อพัก คสล.  +  ฝาปิด"]
[null,null,null,null," =",{"$f":"P570","v":2941.99},null," +",{"$f":"P578","v":2015.5},null,null,null,null,null," =",{"$f":"ROUND(F581+I581,2)","v":4957.49},"บาท/EACH","<<< ย้อนกลับ"]
[]
[null,null,"หมายเหตุ    ปริมาณวัสดุเผื่อส่วนสูญเสียแล้ว"]
[]
[null,"งานบ่อพัก  คสล. สำหรับท่อ ขนาด  ø 0.30 ม.  พร้อมฝาบ่อพัก",null,null,null,null,null,null,null,"( ตามแบบบ่อพัก  คสล. ของ ทต. หนองลาด )"]
[null,"ขนาด  0.67 x 0.80 ม. สูงเฉลี่ย",null,null,null,0.8,"  ม.       ท่อ   Ø   0.30   ม. เข้า - ออก"]
[null,"ก. บ่อพัก  คสล.    (ไม่รวมฝาปิด)"]
[null,"คอนกรีต  ค 2",null,null,null,null,0.2,null,"ลบ.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$P$62","v":2096.98},null,null,null,"=",{"$f":"G588*K588","v":419.39600000000002},"บาท"]
[null,"เหล็กเสริม  RB  6  มม.",null,null,null,null,2.52,null,"กก.","@",{"$f":"('ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$13)/1000","v":27.98556},null,null,null,"=",{"$f":"G589*K589","v":70.523611200000005},"บาท"]
[null,"เหล็กเสริม  RB  9  มม.",null,null,null,null,10,null,"กก.","@",{"$f":"('ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$14)/1000","v":28.781009999999998},null,null,null,"=",{"$f":"G590*K590","v":287.81009999999998},"บาท"]
[null,"ลวดผูกเหล็ก",null,null,null,null,{"$f":"(G589+G590)*0.03","v":0.37559999999999999},null,"กก.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$23","v":33.94},null,null,null,"=",{"$f":"G591*K591","v":12.747863999999998},"บาท"]
[null,"ไม้แบบ (1)",null,null,null,null,3.5,null,"ตร.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$S$74","v":255.59},null,null,null,"=",894.56500000000005,"บาท"]
[null,"เหล็กฉาก L 50  x 50 x 3  มม.",null,null,null,null,2.54,null,"ม.","@",{"$f":"('ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$48)/6","v":70.833333333333329},null,null,null,"=",179.91666666666666,"บาท"]
[null,"ค่าเชื่อม",null,null,null,null,4,null,"จุด","@",5,null,null,null,"=",20,"บาท"]
[null,"ขุดดินและปรับพื้น",null,null,null,null,1.06,null,"ลบ.ม.","@",50,null,null,null,"=",53,"บาท"]
[null,"คอนกรีตหยาบ  1:3:5",null,null,null,null,null,null,"ลบ.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$R$62","v":1925.85},null,null,null,"=",0,"บาท"]
[null,"ทรายหยาบอัดแน่น",null,null,null,null,null,null,"ลบ.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$S$100","v":734.61},null,null,null,"=",0,"บาท"]
[null,"สีกันสนิม  2  ชั้น",null,null,null,null,0.254,null,"ตร.ม.","@",20,null,null,null,"=",5.08,"บาท"]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนเฉพาะ  บ่อพัก คสล.",null,"=",{"$f":"ROUND(SUM(P588:P598),2)","v":1943.04},"บาท"]
[]
[null,"ข. ฝาปิดตะแกรงเหล็ก   ( คิด  1  ฝา  ขนาด 0.67 x 0.90 ม.)"]
[null,null,"แผ่นเหล็ก  4 มม. x  5 ซม. ",null,null,null,10.26,null,"ม.","@",{"$f":"(ข้อมูลเริ่มต้น!$G$86)/6","v":45.833333333333336},null,null,null,"=",{"$f":"G602*K602","v":470.25},"บาท"]
[null,null,"แผ่นเหล็ก  6 มม. X  5 ซม. ",null,null,null,2.8,null,"ม.","@",{"$f":"(ข้อมูลเริ่มต้น!$G$87)/6","v":68.333333333333329},null,null,null,"=",{"$f":"G603*K603","v":191.33333333333331},"บาท"]
[null,null,"ค่าเชื่อม",null,null,null,104,null,"จุด","@",5,null,null,null,"=",{"$f":"G604*K604","v":520},"บาท"]
[null,null,"ค่าทาสีกันสนิม  2  ชั้น",null,null,null,1.3,null,"ตร.ม.","@",20,null,null,null,"=",{"$f":"G605*K605","v":26},"บาท"]
[null,null,"ค่าทาสีน้ำมัน  1  ชั้น",null,null,null,null,null,"ตร.ม.","@",10,null,null,null,"=",{"$f":"G606*K606","v":0},"บาท"]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนฝาตะแกรงเหล็ก  1  ฝา",null,"=",{"$f":"ROUND(SUM(P602:P606),2)","v":1207.58},"บาท"]
[]
[null,null,"ค่างานต้นทุน",null," =","ค่างาน  บ่อพัก คสล.  +  ฝาปิด"]
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[]
[null,null,"หมายเหตุ    ปริมาณวัสดุเผื่อส่วนสูญเสียแล้ว"]
[]
[null,"งานบ่อพัก  คสล. สำหรับท่อ ขนาด  ø 0.60 ม.  พร้อมฝาบ่อพัก",null,null,null,null,null,null,null,"( ตามแบบบ่อพัก  คสล. ของ ทต. หนองลาด )"]
[null,"ขนาด  1.00 x 1.00 ม. สูงเฉลี่ย",null,null,null,1.1499999999999999,"  ม.       ท่อ   Ø   0.60   ม. เข้า - ออก"]
[null,"ก. บ่อพัก  คสล.    (ไม่รวมฝาปิด)"]
[null,"คอนกรีต  ค 2",null,null,null,null,0.38100000000000001,null,"ลบ.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$P$62","v":2096.98},null,null,null,"=",{"$f":"G617*K617","v":798.94938000000002},"บาท"]
[null,"เหล็กเสริม  RB  6  มม.",null,null,null,null,4.72,null,"กก.","@",{"$f":"('ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$13)/1000","v":27.98556},null,null,null,"=",{"$f":"G618*K618","v":132.0918432},"บาท"]
[null,"เหล็กเสริม  RB  9  มม.",null,null,null,null,21.22,null,"กก.","@",{"$f":"('ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$14)/1000","v":28.781009999999998},null,null,null,"=",{"$f":"G619*K619","v":610.73303219999991},"บาท"]
[null,"ลวดผูกเหล็ก",null,null,null,null,{"$f":"(G618+G619)*0.03","v":0.77819999999999989},null,"กก.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$23","v":33.94},null,null,null,"=",{"$f":"G620*K620","v":26.412107999999993},"บาท"]
[null,"ไม้แบบ (1)",null,null,null,null,7.8,null,"ตร.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$S$74","v":255.59},null,null,null,"=",1993.6020000000001,"บาท"]
[null,"เหล็กฉาก L 75  x 75 x 3  มม.",null,null,null,null,3.6,null,"ม.","@",132,null,null,null,"=",475.2,"บาท"]
[null,"ค่าเชื่อม",null,null,null,null,4,null,"จุด","@",5,null,null,null,"=",20,"บาท"]
[null,"ขุดดินและปรับพื้น",null,null,null,null,2.2999999999999998,null,"ลบ.ม.","@",50,null,null,null,"=",114.99999999999999,"บาท"]
[null,"คอนกรีตหยาบ  1:3:5",null,null,null,null,null,null,"ลบ.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$R$62","v":1925.85},null,null,null,"=",0,"บาท"]
[null,"ทรายหยาบอัดแน่น",null,null,null,null,null,null,"ลบ.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$S$100","v":734.61},null,null,null,"=",0,"บาท"]
[null,"สีกันสนิม  2  ชั้น",null,null,null,null,0.54,null,"ตร.ม.","@",20,null,null,null,"=",10.8,"บาท"]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนเฉพาะ  บ่อพัก คสล.",null,"=",{"$f":"ROUND(SUM(P617:P627),2)","v":4182.79},"บาท"]
[]
[null,"ข. ฝาปิด คสล.   ( คิด  2  ฝา  ขนาด 0.45 x 0.90 ม.)"]
[null,null,"คอนกรีต  ค 2",null,null,null,0.06,null,"ลบ.ม.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$P$62","v":2096.98},null,null,null,"=",{"$f":"G631*K631","v":125.8188},"บาท"]
[null,null,"เหล็กเสริม  RB  9  มม.",null,null,null,8.4,null,"กก.","@",{"$f":"('ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$14)/1000","v":28.781009999999998},null,null,null,"=",241.76048399999999,"บาท"]
[null,null,"ลวดผูกเหล็ก",null,null,null,{"$f":"G632*0.03","v":0.252},null,"กก.","@",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!$Q$23","v":33.94},null,null,null,"=",8.55288,"บาท"]
[null,null,"เหล็กฉาก L 75  x 75 x 3  มม.",null,null,null,5.4,null,"ม.","@",{"$f":"K622","v":132},null,null,null,"=",712.80000000000007,"บาท"]
[null,null,"ท่อเหล็กกลมผิวดำ  ø 2\" ",null,null,null,0.3,null,"ม.","@",60,null,null,null,"=",18,"บาท"]
[null,null,"ค่าเชื่อม",null,null,null,8,null,"จุด","@",5,null,null,null,"=",40,"บาท"]
[null,null,"ค่าทาสีกันสนิม  2  ชั้น",null,null,null,0.81,null,"ตร.ม.","@",20,null,null,null,"=",16.200000000000003,"บาท"]
[null,null,"ค่าทาสีน้ำมัน  1  ชั้น",null,null,null,null,null,"ตร.ม.","@",10,null,null,null,"=",0,"บาท"]
[null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุนฝาตะแกรงเหล็ก  1  ฝา",null,"=",{"$f":"ROUND(SUM(P631:P638),2)","v":1163.1300000000001},"บาท"]
[]
[null,null,"ค่างานต้นทุน",null," =","ค่างาน  บ่อพัก คสล.  +  ฝาปิด"]
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[]
[null,null,"หมายเหตุ    ปริมาณวัสดุเผื่อส่วนสูญเสียแล้ว"]

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[null,null,{"$f":"ข้อมูลเริ่มต้น!F118","v":"งานท่อกลมคอนกรีตเสริมเหล็ก  ø 1.00  ม.  ชั้น 3"},null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!I118","v":1},{"$f":"ข้อมูลเริ่มต้น!J118","v":"  ม."}]
[null,null,{"$f":"ข้อมูลเริ่มต้น!F119","v":"งานท่อกลมคอนกรีตเสริมเหล็ก  ø 1.20  ม.  ชั้น 3"},null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!I119","v":1},{"$f":"ข้อมูลเริ่มต้น!J119","v":"  ม."}]
[null,null,{"$f":"ข้อมูลเริ่มต้น!F120","v":"งานท่อกลมคอนกรีตเสริมเหล็ก  ø 1.50  ม.  ชั้น 3"},null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!I120","v":1},{"$f":"ข้อมูลเริ่มต้น!J120","v":"  ม."}]
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[null,null,{"$f":"ข้อมูลเริ่มต้น!F123","v":"งานกำแพงปากท่อสำหรับท่อกลมคอนกรีต  3 - ø  0.60  ม."},null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!J123","v":1},{"$f":"ข้อมูลเริ่มต้น!K123","v":"  แห่ง"}]
[null,null,{"$f":"ข้อมูลเริ่มต้น!F124","v":"งานกำแพงปากท่อสำหรับท่อกลมคอนกรีต  1 - ø  0.80  ม."},null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!J124","v":1},{"$f":"ข้อมูลเริ่มต้น!K124","v":"  แห่ง"}]
[null,null,{"$f":"ข้อมูลเริ่มต้น!F125","v":"งานกำแพงปากท่อสำหรับท่อกลมคอนกรีต  2 - ø  0.80  ม."},null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!J125","v":1},{"$f":"ข้อมูลเริ่มต้น!K125","v":"  แห่ง"}]
[null,null,{"$f":"ข้อมูลเริ่มต้น!F126","v":"งานกำแพงปากท่อสำหรับท่อกลมคอนกรีต  3 - ø  0.80  ม."},null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!J126","v":1},{"$f":"ข้อมูลเริ่มต้น!K126","v":"  แห่ง"}]
[null,null,{"$f":"ข้อมูลเริ่มต้น!F127","v":"งานกำแพงปากท่อสำหรับท่อกลมคอนกรีต  1 - ø  1.00  ม."},null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!J127","v":1},{"$f":"ข้อมูลเริ่มต้น!K127","v":"  แห่ง"}]
[null,null,{"$f":"ข้อมูลเริ่มต้น!F128","v":"งานกำแพงปากท่อสำหรับท่อกลมคอนกรีต  2 - ø  1.00  ม."},null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!J128","v":1},{"$f":"ข้อมูลเริ่มต้น!K128","v":"  แห่ง"}]
[null,null,{"$f":"ข้อมูลเริ่มต้น!F129","v":"งานกำแพงปากท่อสำหรับท่อกลมคอนกรีต  3 - ø  1.00  ม."},null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!J129","v":1},{"$f":"ข้อมูลเริ่มต้น!K129","v":"  แห่ง"}]
[null,null,{"$f":"ข้อมูลเริ่มต้น!K112","v":"งานบ่อพัก คสล. สำหรับท่อกลม  ø  0.30 ม."},null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!N112","v":1},{"$f":"ข้อมูลเริ่มต้น!O112","v":"  แห่ง"}]
[null,null,{"$f":"ข้อมูลเริ่มต้น!K113","v":"งานบ่อพัก คสล. สำหรับท่อกลม  ø  0.40 ม."},null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!N113","v":1},{"$f":"ข้อมูลเริ่มต้น!O113","v":"  แห่ง"}]
[null,null,{"$f":"ข้อมูลเริ่มต้น!K114","v":"งานบ่อพัก คสล. สำหรับท่อกลม  ø  0.60 ม."},null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!N114","v":1},{"$f":"ข้อมูลเริ่มต้น!O114","v":"  แห่ง"}]
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[null,"แบบสรุปราคากลาง  ผิวทางแอสฟัลต์คอนกรีต"]
[null,"แบบสรุปราคากลางงานก่อสร้างทาง  สะพาน  และท่อเหลียม"]
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[null,"          สถานที่ก่อสร้าง",null,null,{"$f":"ข้อมูลเริ่มต้น!$F$4","v":"บ้านหนองลาดใต้   หมู่ที่  8    ต.หนองลาด   อ.เมือง   จ.สกลนคร"}]
[null,"          ปริมาณงาน",null,null,{"$f":"CONCATENATE(ข้อมูลเริ่มต้น!$E$103,ข้อมูลเริ่มต้น!$F$103)","v":"ผิวจราจร  แอสฟัลต์คอนกรีต"},null,{"$f":"สรุปผลการคำนวณ!$G$2","v":"กว้าง"},{"$f":"สรุปผลการคำนวณ!$H$2","v":4},{"$f":"IF($H$5=\"  \",\" \",\" - \")","v":" - "},{"$f":"สรุปผลการคำนวณ!$J$2","v":6},{"$f":"สรุปผลการคำนวณ!$K$2","v":" ม."},null,{"$f":"IF(H5=\"  \",\" ระยะทาง\",\"ระยะทางรวม\")","v":"ระยะทางรวม"},{"$f":"ข้อมูลเริ่มต้น!$N$103","v":1300},{"$f":"ข้อมูลเริ่มต้น!$O$103","v":"  ม."}]
[null,null,null,null,{"$f":"CONCATENATE(ข้อมูลเริ่มต้น!$E$104,\"  \",ข้อมูลเริ่มต้น!$F$104)","v":"ไหล่ทาง    "},null,{"$f":"สรุปผลการคำนวณ!$G$3","v":"กว้างข้างละ"},{"$f":"สรุปผลการคำนวณ!$H$3","v":0.5},{"$f":"IF($H$6=\"  \",\" \",\" - \")","v":" - "},{"$f":"สรุปผลการคำนวณ!$J$3","v":1},{"$f":"สรุปผลการคำนวณ!$K$3","v":" ม."}]
[null,"          หน่วยงานเจ้าของโครงการ",null,null,{"$f":"ข้อมูลเริ่มต้น!$F$5","v":"สำนักงานเทศบาลตำบลหนอลาด"}]
[null,"          แบบเลขที่",null,null,{"$f":"ข้อมูลเริ่มต้น!$F$6","v":"85 / 2555     ลงวันที่   30   กรกฏาคม   2555"}]
[null,"          คำนวณราคากลางเมื่อวันที่",null,null,{"$f":"ข้อมูลเริ่มต้น!$F$7","v":" 30   กรกฏาคม  2555"}]
[null,"ลำดับ","รายการ",null,null,null,"หน่วย","จำนวน","ราคาต่อหน่วย",null,"ราคาทุน",null,"FN","ราคาต่อหน่วย ","ราคากลาง"]
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[null,1,"งานดิน",null,null,null,null,""]
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[null,null,1.3,"งานตัดดินคันทาง",null,null,"ลบ.ม.",{"$f":"สรุปผลการคำนวณ!$H$17","v":0},{"$f":"IF(H15=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$66)","v":37.51},null,{"$f":"IF(I15=\" \",\" \",ROUND(H15*I15,2))","v":0},null,{"$f":"IF(I15=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(I15=\" \",\" \",ROUND(I15*M15,2))","v":48},{"$f":"IF(I15=\" \",\" \",ROUND(H15*N15,2))","v":0}]
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[null,2,"งานรองพื้นทางและพื้นทาง"]
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[null,3,"งานผิวทาง"]
[null,null,3.1,{"$f":"IF(ข้อมูลเริ่มต้น!$Z$4=1,\"งานลาดแอสฟัลต์แทคโค้ต\",\"งานลาดแอสฟัลต์ไพร์มโค้ต\")","v":"งานลาดแอสฟัลต์ไพร์มโค้ต"},null,null,"ตร.ม.",{"$f":"สรุปผลการคำนวณ!$H$6","v":7200},{"$f":"IF(H22=0,\" \",IF(ข้อมูลเริ่มต้น!$Z$4=1,ค่างานต้นทุนต่อหน่วย!$P$223,ค่างานต้นทุนต่อหน่วย!$P$217))","v":44.12},null,{"$f":"IF(I22=\" \",\" \",ROUND(H22*I22,2))","v":317664},null,{"$f":"IF(I22=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(I22=\" \",\" \",ROUND(I22*M22,2))","v":56.46},{"$f":"IF(I22=\" \",\" \",ROUND(H22*N22,2))","v":406512}]
[null,null,3.2,"งานชั้นผิวทางแอสฟัลต์คอนกรีต   หนา   ",null,{"$f":"CONCATENATE(ข้อมูลเริ่มต้น!$I$11,\"  \",ข้อมูลเริ่มต้น!$J$11)","v":"20   ซม."},"ตร.ม.",{"$f":"สรุปผลการคำนวณ!$H$4+สรุปผลการคำนวณ!$H$5","v":7200},{"$f":"IF(H23=0,\" \",ค่างานต้นทุนต่อหน่วย!$P$252)","v":1227.68},null,{"$f":"IF(I23=\" \",\" \",ROUND(H23*I23,2))","v":8839296},null,{"$f":"IF(I23=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(I23=\" \",\" \",ROUND(I23*M23,2))","v":1571.06},{"$f":"IF(I23=\" \",\" \",ROUND(H23*N23,2))","v":11311632}]
[null,4,"งานตีเส้นจราจร"]
[null,null,4.0999999999999996,"งานตีเส้น ThermoPlastic Paint  (สีเหลือง)",null,null,"ตร.ม.",{"$f":"สรุปผลการคำนวณ!$H$8","v":52},{"$f":"IF(H25=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$O$523)","v":230},null,{"$f":"IF(H25=\" \",\" \",ROUND(H25*I25,2))","v":11960},null,{"$f":"IF(I25=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(H25=\" \",\" \",ROUND(I25*M25,2))","v":294.33},{"$f":"IF(H25=\" \",\" \",ROUND(H25*N25,2))","v":15305.16}]
[null,null,4.2,"งานตีเส้น ThermoPlastic Paint  (สีขาว)",null,null,"ตร.ม.",{"$f":"สรุปผลการคำนวณ!$H$9","v":260},{"$f":"IF(H26=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$O$523)","v":230},null,{"$f":"IF(H26=\" \",\" \",ROUND(H26*I26,2))","v":59800},null,{"$f":"IF(I26=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(H26=\" \",\" \",ROUND(I26*M26,2))","v":294.33},{"$f":"IF(H26=\" \",\" \",ROUND(H26*N26,2))","v":76525.8}]
[null,5,"งานท่อกลมคอนกรีตเสริมเหล็ก"]
[null,null,5.0999999999999996,"ขนาด  ø  0.30  ม.  ชั้น  3",null,null,"ม.",{"$f":"สรุปผลการคำนวณ!$H$20","v":1},{"$f":"IF(H28=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$322)","v":539.57000000000005},null,{"$f":"IF(H28=\" \",\" \",ROUND(H28*I28,2))","v":539.57000000000005},null,{"$f":"IF(I28=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(H28=\" \",\" \",ROUND(I28*M28,2))","v":690.49},{"$f":"IF(H28=\" \",\" \",ROUND(H28*N28,2))","v":690.49}]
[null,null,5.2,"ขนาด  ø  0.40  ม.  ชั้น  3",null,null,"ม.",{"$f":"สรุปผลการคำนวณ!$H$21","v":1},{"$f":"IF(H29=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$336)","v":608.54},null,{"$f":"IF(H29=\" \",\" \",ROUND(H29*I29,2))","v":608.54},null,{"$f":"IF(I29=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(H29=\" \",\" \",ROUND(I29*M29,2))","v":778.75},{"$f":"IF(H29=\" \",\" \",ROUND(H29*N29,2))","v":778.75}]
[null,null,5.3,"ขนาด  ø  0.60  ม.  ชั้น  3",null,null,"ม.",{"$f":"สรุปผลการคำนวณ!$H$22","v":1},{"$f":"IF(H30=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$350)","v":945.15},null,{"$f":"IF(H30=\" \",\" \",ROUND(H30*I30,2))","v":945.15},null,{"$f":"IF(I30=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(H30=\" \",\" \",ROUND(I30*M30,2))","v":1209.51},{"$f":"IF(H30=\" \",\" \",ROUND(H30*N30,2))","v":1209.51}]
[null,null,5.4,"ขนาด  ø  0.80  ม.  ชั้น  3",null,null,"ม.",{"$f":"สรุปผลการคำนวณ!$H$23","v":1},{"$f":"IF(H31=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$364)","v":1745.84},null,{"$f":"IF(H31=\" \",\" \",ROUND(H31*I31,2))","v":1745.84},null,{"$f":"IF(I31=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(H31=\" \",\" \",ROUND(I31*M31,2))","v":2234.15},{"$f":"IF(H31=\" \",\" \",ROUND(H31*N31,2))","v":2234.15}]
[null,null,5.5,"ขนาด  ø  1.00  ม.  ชั้น  3",null,null,"ม.",{"$f":"สรุปผลการคำนวณ!$H$24","v":1},{"$f":"IF(H32=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$378)","v":2380.67},null,{"$f":"IF(H32=\" \",\" \",ROUND(H32*I32,2))","v":2380.67},null,{"$f":"IF(I32=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(H32=\" \",\" \",ROUND(I32*M32,2))","v":3046.54},{"$f":"IF(H32=\" \",\" \",ROUND(H32*N32,2))","v":3046.54}]
[null,6,"งานกำแพงปากท่อคอนกรีตเสริมเหล็ก"]
[null,null,6.1,"สำหรับท่อกลม คสล. ขนาด  ø  0.60 ม.  1  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$27","v":1},{"$f":"IF(H34=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$421)","v":3359.89},null,{"$f":"IF(H34=\" \",\" \",ROUND(H34*I34,2))","v":3359.89},null,{"$f":"IF(I34=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(H34=\" \",\" \",ROUND(I34*M34,2))","v":4299.6499999999996},{"$f":"IF(H34=\" \",\" \",ROUND(H34*N34,2))","v":4299.6499999999996}]
[null,null,6.2,"สำหรับท่อกลม คสล. ขนาด  ø  0.60 ม.  2  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$28","v":1},{"$f":"IF(H35=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$432)","v":4941.04},null,4941.04,null,1.2797000000000001,6323.05,6323.05]
[null,null,6.3,"สำหรับท่อกลม คสล. ขนาด  ø  0.60 ม.  3  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$29","v":1},{"$f":"IF(H36=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$443)","v":6522.98},null,6522.98,null,1.2797000000000001,8347.4599999999991,8347.4599999999991]
[null,null,6.4,"สำหรับท่อกลม คสล. ขนาด  ø  0.80 ม.  1  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$30","v":1},{"$f":"IF(H37=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$454)","v":4068.83},null,4068.83,null,1.2797000000000001,5206.88,5206.88]
[null,null,6.5,"สำหรับท่อกลม คสล. ขนาด  ø  0.80 ม.  2  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$31","v":1},{"$f":"IF(H38=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$465)","v":6351.12},null,6351.12,null,1.2797000000000001,8127.53,8127.53]
[null,null,6.6,"สำหรับท่อกลม คสล. ขนาด  ø  0.80 ม.  3  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$32","v":1},{"$f":"IF(H39=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$476)","v":8653.2800000000007},null,8653.2800000000007,null,1.2797000000000001,11073.6,11073.6]
[null,null,6.7,"สำหรับท่อกลม คสล. ขนาด  ø  1.00 ม.  1  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$33","v":1},{"$f":"IF(H40=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$487)","v":4813.16},null,4813.16,null,1.2797000000000001,6159.4,6159.4]
[null,null,6.8,"สำหรับท่อกลม คสล. ขนาด  ø  1.00 ม.  2  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$34","v":1},{"$f":"IF(H41=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$498)","v":7924.4},null,7924.4,null,1.2797000000000001,10140.85,10140.85]
[null,null,6.9,"สำหรับท่อกลม คสล. ขนาด  ø  1.00 ม.  3  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$35","v":1},{"$f":"IF(H42=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$509)","v":10609.5},null,10609.5,null,1.2797000000000001,13576.98,13576.98]
[]
[]
[]
[]
[null,7,"งานบ่อพักรับน้ำ  คอนกรีตเสริมเหล็ก"]
[null,null,7.1,"สำหรับท่อกลม คสล. ขนาด  ø  0.30 ม. เข้า - ออก  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$36","v":1},{"$f":"IF(H48=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$610)","v":3150.62},null,{"$f":"IF(H48=\" \",\" \",ROUND(H48*I48,2))","v":3150.62},null,{"$f":"IF(I48=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(H48=\" \",\" \",ROUND(I48*M48,2))","v":4031.85},{"$f":"IF(H48=\" \",\" \",ROUND(H48*N48,2))","v":4031.85}]
[null,null,7.2,"สำหรับท่อกลม คสล. ขนาด  ø  0.40 ม. เข้า - ออก  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$37","v":1},{"$f":"IF(H49=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$581)","v":4957.49},null,{"$f":"IF(H49=\" \",\" \",ROUND(H49*I49,2))","v":4957.49},null,{"$f":"IF(I49=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(H49=\" \",\" \",ROUND(I49*M49,2))","v":6344.1},{"$f":"IF(H49=\" \",\" \",ROUND(H49*N49,2))","v":6344.1}]
[null,null,7.3,"สำหรับท่อกลม คสล. ขนาด  ø  0.60 ม. เข้า - ออก  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$38","v":1},{"$f":"IF(H50=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$642)","v":5345.92},null,{"$f":"IF(H50=\" \",\" \",ROUND(H50*I50,2))","v":5345.92},null,{"$f":"IF(I50=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(H50=\" \",\" \",ROUND(I50*M50,2))","v":6841.17},{"$f":"IF(H50=\" \",\" \",ROUND(H50*N50,2))","v":6841.17}]
[null,8,"งานท่อเหลี่ยมคอนกรีตเสริมเหล็ก"]
[null,null,8.1,"งานท่อเหลี่ยมคอนกรีตเสริมเหล็กก่อสร้างใหม่",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$39","v":1},{"$f":"IF(H52=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$554)","v":213810.96},null,{"$f":"IF(H52=\" \",\" \",ROUND(H52*I52,2))","v":213810.96},null,{"$f":"IF(H52=\" \",\" \",$L$66)","v":1.2256},{"$f":"IF(H52=\" \",\" \",ROUND(I52*M52,2))","v":262046.71},{"$f":"IF(H52=\" \",\" \",ROUND(H52*N52,2))","v":262046.71}]
[null,null,null,"     กม.",{"$f":"ข้อมูลเริ่มต้น!H41","v":100}]
[null,null,null,"     ขนาด",{"$f":"ข้อมูลเริ่มต้น!M41","v":"1-1.80x1.80"}]
[null,null,null,"     ยาว",{"$f":"ข้อมูลเริ่มต้น!H42","v":10},"ม."]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"รวมค่าก่อสร้างทั้งโครงการ   ",{"$f":"ROUND((SUM(O12:O57)),2)","v":16122198.01}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"ราคากลาง   ",{"$f":"ROUNDDOWN($O$58,-3)","v":16122000}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"ราคากลาง\",\"      \",\"(\",BAHTTEXT(O59),\")\")","v":"ราคากลาง      (สิบหกล้านหนึ่งแสนสองหมื่นสองพันบาทถ้วน)"}]
[]
[null,null,null,"①","ผลรวมค่างานต้นทุนงานก่อสร้างทาง",null,null,null,null,null,null,{"$f":"SUM(K12:L50)","v":12393671.399999999}]
[null,null,null,"②","ผลรวมค่างานต้นทุนงานก่อสร้างสะพานและท่อเหลียม",null,null,null,null,null,null,{"$f":"IF(K52=\" \",0,ROUND(K52,2))","v":213810.96}]
[]
[null,null,null,"③","ค่า  Factor   F   งานก่อสร้างทาง",null,null,null,null,null,null,{"$f":"F_ทาง!$M$5","v":1.2797000000000001}]
[null,null,null,"④","ค่า  Factor   F   งานก่อสร้างสะพานและท่อเหลียม",null,null,null,null,null,null,{"$f":"F_สะพานและท่อเหลี่ยม!$N$5","v":1.2256}]
[]
[null,null,null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=1,\"คณะกรรมการกำหนดราคากลาง\",\" \")","v":" "}]
[null,null,null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=1,\"ตามคำสั่งที่\",\" \")","v":" "},{"$f":"IF(D68=\" \",\" \",ข้อมูลเริ่มต้น!$K$93)","v":" "}]
[]
[null,null,null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=2,\"ผู้ประมาณราคา\",\" \")","v":"ผู้ประมาณราคา"},"………………………………….",null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=1,\"ประธานกรรมการ\",\" \")","v":" "},null,null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=2,\"ผู้ตรวจ\",\" \")","v":"ผู้ตรวจ"},null,"………………………………….",null,null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=1,\"กรรมการ\",\" \")","v":" "}]
[null,null,null,null,{"$f":"CONCATENATE(\"(\",ข้อมูลเริ่มต้น!$K$93,\")\")","v":"(นายศิวกร   พงษ์สิทธิศักดิ์)"},null,null,null,null,null,null,{"$f":"CONCATENATE(\"(\",ข้อมูลเริ่มต้น!$K$95,\")\")","v":"(นายคมกฤษ   เทียมโคกกรวด)"}]
[null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!$K$94","v":"นายช่างโยธา 4"},null,null,null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!$K$96","v":"ผู้อำนวยการกองช่าง"}]
[]
[]
[null,null,null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=2,\"ผู้เห็นชอบ\",\" \")","v":"ผู้เห็นชอบ"},"………………………………….",null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=1,\"กรรมการ\",\" \")","v":" "},null,null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=2,\"ผู้อนุมัติ\",\" \")","v":"ผู้อนุมัติ"},null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=1,\" \",\"………………………………….\")","v":"…………………………………."}]
[null,null,null,null,{"$f":"CONCATENATE(\"(\",ข้อมูลเริ่มต้น!$K$97,\")\")","v":"(นายประสิทธิ์   สกนธรัตน์)"},null,null,null,null,null,null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=1,\" \",CONCATENATE(\"(\",ข้อมูลเริ่มต้น!$K$99,\")\"))","v":"(นายสุริยะ   แก้ววิรัตน์)"}]
[null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!$K$98","v":"ปลัดเทศบาล"},null,null,null,null,null,null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=1,\" \",CONCATENATE(ข้อมูลเริ่มต้น!$K$100))","v":"นายกเทศมนตรีตำบลหนองลาด"}]

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[null,"แบบสรุปราคากลาง  ผิวทางคอนกรีตเสริมเหล็ก"]
[null,"แบบสรุปราคากลางงานก่อสร้างทาง  สะพาน  และท่อเหลียม"]
[null,"          ชื่อโครงการ",null,null,{"$f":"ข้อมูลเริ่มต้น!$F$3","v":"โครงการก่อสร้างถนน คสล.  บ้านหนองลาดใต้  หมู่ที่ 8   "}]
[null,"          สถานที่ก่อสร้าง",null,null,{"$f":"ข้อมูลเริ่มต้น!$F$4","v":"บ้านหนองลาดใต้   หมู่ที่  8    ต.หนองลาด   อ.เมือง   จ.สกลนคร"}]
[null,"          ปริมาณงาน",null,null,{"$f":"CONCATENATE(ข้อมูลเริ่มต้น!$E$103,ข้อมูลเริ่มต้น!$F$103)","v":"ผิวจราจร  แอสฟัลต์คอนกรีต"},null,{"$f":"สรุปผลการคำนวณ!$G$2","v":"กว้าง"},{"$f":"สรุปผลการคำนวณ!$H$2","v":4},{"$f":"IF($H$5=\"  \",\" \",\" - \")","v":" - "},{"$f":"สรุปผลการคำนวณ!$J$2","v":6},{"$f":"สรุปผลการคำนวณ!$K$2","v":" ม."},null,{"$f":"IF(H5=\"  \",\" ระยะทาง\",\"ระยะทางรวม\")","v":"ระยะทางรวม"},{"$f":"ข้อมูลเริ่มต้น!$N$103","v":1300},{"$f":"ข้อมูลเริ่มต้น!$O$103","v":"  ม."}]
[null,null,null,null,{"$f":"CONCATENATE(ข้อมูลเริ่มต้น!$E$104,\"  \",ข้อมูลเริ่มต้น!$F$104)","v":"ไหล่ทาง    "},null,{"$f":"สรุปผลการคำนวณ!$G$3","v":"กว้างข้างละ"},{"$f":"สรุปผลการคำนวณ!$H$3","v":0.5},{"$f":"IF($H$6=\"  \",\" \",\" - \")","v":" - "},{"$f":"สรุปผลการคำนวณ!$J$3","v":1},{"$f":"สรุปผลการคำนวณ!$K$3","v":" ม."}]
[null,"          หน่วยงานเจ้าของโครงการ",null,null,{"$f":"ข้อมูลเริ่มต้น!$F$5","v":"สำนักงานเทศบาลตำบลหนอลาด"}]
[null,"          แบบเลขที่",null,null,{"$f":"ข้อมูลเริ่มต้น!$F$6","v":"85 / 2555     ลงวันที่   30   กรกฏาคม   2555"}]
[null,"          คำนวณราคากลางเมื่อวันที่",null,null,{"$f":"ข้อมูลเริ่มต้น!$F$7","v":" 30   กรกฏาคม  2555"}]
[null,"ลำดับ","รายการ",null,null,null,"หน่วย","จำนวน","ราคาต่อหน่วย",null,"ราคาทุน",null,"FN","ราคาต่อหน่วย ","ราคากลาง"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"X   FN"]
[null,1,"งานดิน",null,null,null,null,""]
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[null,null,1.2,{"$f":"IF(ข้อมูลเริ่มต้น!$AI$4=1,\" \",ข้อมูลเริ่มต้น!AJ4)","v":"งานปรับเกลี่ยแต่งคันทางเดิม"},null,null,"ตร.ม.",{"$f":"สรุปผลการคำนวณ!$H$18","v":10280},{"$f":"IF(ข้อมูลเริ่มต้น!$AI$4=1,\" \",IF(ข้อมูลเริ่มต้น!$AI$4=2,ค่างานต้นทุนต่อหน่วย!$P$17,IF(ข้อมูลเริ่มต้น!$AI$4=3,ค่างานต้นทุนต่อหน่วย!$P$21,IF(ข้อมูลเริ่มต้น!$AI$4=4,ค่างานต้นทุนต่อหน่วย!$P$25,IF(ข้อมูลเริ่มต้น!$AI$4=5,ค่างานต้นทุนต่อหน่วย!$P$29)))))","v":1.29},null,{"$f":"IF(I14=\" \",\" \",ROUND(H14*I14,2))","v":13261.2},null,{"$f":"IF(I14=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(I14=\" \",\" \",ROUND(I14*M14,2))","v":1.65},{"$f":"IF(I14=\" \",\" \",ROUND(K14*M14,2))","v":16970.36}]
[null,null,1.3,"งานตัดดินคันทาง",null,null,"ลบ.ม.",{"$f":"สรุปผลการคำนวณ!$H$17","v":0},{"$f":"IF(H15=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$66)","v":37.51},null,{"$f":"IF(I15=\" \",\" \",ROUND(H15*I15,2))","v":0},null,{"$f":"IF(I15=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(I15=\" \",\" \",ROUND(I15*M15,2))","v":48},{"$f":"IF(I15=\" \",\" \",ROUND(K15*M15,2))","v":0}]
[null,null,1.4,"งานดินถมคันทาง",null,null,"ลบ.ม.",{"$f":"สรุปผลการคำนวณ!$H$16","v":0},{"$f":"IF(H16=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$79)","v":87.58},null,{"$f":"IF(I16=\" \",\" \",ROUND(H16*I16,2))","v":0},null,{"$f":"IF(I16=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(I16=\" \",\" \",ROUND(I16*M16,2))","v":112.08},{"$f":"IF(I16=\" \",\" \",ROUND(K16*M16,2))","v":0}]
[null,null,1.5,"งานวัสดุคัดเลือก  (ลูกรัง)",null,null,"ลบ.ม.",{"$f":"สรุปผลการคำนวณ!$H$15","v":2290},{"$f":"IF(H17=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$105)","v":118.56},null,{"$f":"IF(I17=\" \",\" \",ROUND(H17*I17,2))","v":271502.40000000002},null,{"$f":"IF(I17=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(I17=\" \",\" \",ROUND(I17*M17,2))","v":151.72},{"$f":"IF(I17=\" \",\" \",ROUND(H17*N17,2))","v":347438.8}]
[null,2,"งานรองพื้นทางและทรายรองใต้ผิวคอนกรีต"]
[null,null,2.1,{"$f":"ข้อมูลเริ่มต้น!$K$106","v":"งานรองพื้นทางดินซีเมนต์"},null,null,"ลบ.ม.",{"$f":"สรุปผลการคำนวณ!$H$14","v":2134},{"$f":"IF(H19=0,\" \",IF(ข้อมูลเริ่มต้น!$V$4=2,ค่างานต้นทุนต่อหน่วย!$P$114,IF(ข้อมูลเริ่มต้น!$V$4=3,ค่างานต้นทุนต่อหน่วย!$P$152,\" \")))","v":429.89},null,{"$f":"IF(I19=\" \",\" \",ROUND(H19*I19,2))","v":917385.26},null,{"$f":"IF(I19=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(I19=\" \",\" \",ROUND(I19*M19,2))","v":550.13},{"$f":"IF(I19=\" \",\" \",ROUND(K19*M19,2))","v":1173977.92}]
[null,null,2.2000000000000002,{"$f":"ข้อมูลเริ่มต้น!$K$105","v":"งานพื้นทางหินคลุก"},null,null,"ลบ.ม.",{"$f":"IF(ข้อมูลเริ่มต้น!$Z$4=2,สรุปผลการคำนวณ!$H$13,\" \")","v":1978},{"$f":"IF(H20=0,\" \",IF(ข้อมูลเริ่มต้น!$Z$4=2,ค่างานต้นทุนต่อหน่วย!$P$201,\" \"))","v":496.22},null,{"$f":"IF(I20=\" \",\" \",ROUND(H20*I20,2))","v":981523.16},null,{"$f":"IF(I20=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(I20=\" \",\" \",ROUND(I20*M20,2))","v":635.01},{"$f":"IF(I20=\" \",\" \",ROUND(K20*M20,2))","v":1256055.19}]
[null,3,"งานผิวทาง"]
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[null,4,"งานไหล่ทาง"]
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[null,5,"งานตีเส้นจราจร"]
[null,null,5.0999999999999996,"งานตีเส้น ThermoPlastic Paint  (สีเหลือง)",null,null,"ตร.ม.",{"$f":"สรุปผลการคำนวณ!$H$8","v":52},{"$f":"IF(H29=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$O$523)","v":230},null,{"$f":"IF(H29=\" \",\" \",ROUND(H29*I29,2))","v":11960},null,{"$f":"IF(I29=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(H29=\" \",\" \",ROUND(I29*M29,2))","v":294.33},{"$f":"IF(I29=\" \",\" \",ROUND(K29*M29,2))","v":15305.21}]
[null,null,null," (ตีเฉพาะเส้นแบ่งทิศทาง  CenterLine)"]
[null,6,"งานท่อกลมคอนกรีตเสริมเหล็ก"]
[null,null,6.1,"ขนาด  ø  0.30  ม.  ชั้น  3",null,null,"ม.",{"$f":"สรุปผลการคำนวณ!$H$20","v":1},{"$f":"IF(H32=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$322)","v":539.57000000000005},null,{"$f":"IF(H32=\" \",\" \",ROUND(H32*I32,2))","v":539.57000000000005},null,{"$f":"IF(I32=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(H32=\" \",\" \",ROUND(I32*M32,2))","v":690.49},{"$f":"IF(I32=\" \",\" \",ROUND(K32*M32,2))","v":690.49}]
[null,null,6.2,"ขนาด  ø  0.40  ม.  ชั้น  3",null,null,"ม.",{"$f":"สรุปผลการคำนวณ!$H$21","v":1},{"$f":"IF(H33=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$336)","v":608.54},null,{"$f":"IF(H33=\" \",\" \",ROUND(H33*I33,2))","v":608.54},null,{"$f":"IF(I33=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(H33=\" \",\" \",ROUND(I33*M33,2))","v":778.75},{"$f":"IF(I33=\" \",\" \",ROUND(K33*M33,2))","v":778.75}]
[null,null,6.3,"ขนาด  ø  0.60  ม.  ชั้น  3",null,null,"ม.",{"$f":"สรุปผลการคำนวณ!$H$22","v":1},{"$f":"IF(H34=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$350)","v":945.15},null,{"$f":"IF(H34=\" \",\" \",ROUND(H34*I34,2))","v":945.15},null,{"$f":"IF(I34=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(H34=\" \",\" \",ROUND(I34*M34,2))","v":1209.51},{"$f":"IF(I34=\" \",\" \",ROUND(K34*M34,2))","v":1209.51}]
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[null,null,6.5,"ขนาด  ø  1.00  ม.  ชั้น  3",null,null,"ม.",{"$f":"สรุปผลการคำนวณ!$H$24","v":1},{"$f":"IF(H36=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$378)","v":2380.67},null,{"$f":"IF(H36=\" \",\" \",ROUND(H36*I36,2))","v":2380.67},null,{"$f":"IF(I36=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(H36=\" \",\" \",ROUND(I36*M36,2))","v":3046.54},{"$f":"IF(I36=\" \",\" \",ROUND(K36*M36,2))","v":3046.54}]
[null,7,"งานกำแพงปากท่อคอนกรีตเสริมเหล็ก"]
[null,null,7.1,"สำหรับท่อกลม คสล. ขนาด  ø  0.60 ม.  1  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$27","v":1},{"$f":"IF(H38=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$421)","v":3359.89},null,{"$f":"IF(H38=\" \",\" \",ROUND(H38*I38,2))","v":3359.89},null,{"$f":"IF(I38=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(H38=\" \",\" \",ROUND(I38*M38,2))","v":4299.6499999999996},{"$f":"IF(I38=\" \",\" \",ROUND(K38*M38,2))","v":4299.6499999999996}]
[null,null,7.2,"สำหรับท่อกลม คสล. ขนาด  ø  0.60 ม.  2  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$28","v":1},{"$f":"IF(H39=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$432)","v":4941.04},null,4941.04,null,1.2797000000000001,6323.05,6323.05]
[null,null,7.3,"สำหรับท่อกลม คสล. ขนาด  ø  0.60 ม.  3  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$29","v":1},{"$f":"IF(H40=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$443)","v":6522.98},null,6522.98,null,1.2797000000000001,8347.4599999999991,8347.4599999999991]
[null,null,7.4,"สำหรับท่อกลม คสล. ขนาด  ø  0.80 ม.  1  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$30","v":1},{"$f":"IF(H41=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$454)","v":4068.83},null,4068.83,null,1.2797000000000001,5206.88,5206.88]
[null,null,7.5,"สำหรับท่อกลม คสล. ขนาด  ø  0.80 ม.  2  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$31","v":1},{"$f":"IF(H42=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$465)","v":6351.12},null,6351.12,null,1.2797000000000001,8127.53,8127.53]
[null,null,7.6,"สำหรับท่อกลม คสล. ขนาด  ø  0.80 ม.  3  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$32","v":1},{"$f":"IF(H43=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$476)","v":8653.2800000000007},null,8653.2800000000007,null,1.2797000000000001,11073.6,11073.6]
[null,null,7.7,"สำหรับท่อกลม คสล. ขนาด  ø  1.00 ม.  1  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$33","v":1},{"$f":"IF(H44=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$487)","v":4813.16},null,4813.16,null,1.2797000000000001,6159.4,6159.4]
[null,null,7.8,"สำหรับท่อกลม คสล. ขนาด  ø  1.00 ม.  2  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$34","v":1},{"$f":"IF(H45=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$498)","v":7924.4},null,7924.4,null,1.2797000000000001,10140.85,10140.85]
[null,null,7.9,"สำหรับท่อกลม คสล. ขนาด  ø  1.00 ม.  3  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$35","v":1},{"$f":"IF(H46=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$509)","v":10609.5},null,10609.5,null,1.2797000000000001,13576.98,13576.98]
[null,8,"งานบ่อพักรับน้ำ  คอนกรีตเสริมเหล็ก"]
[null,null,8.1,"สำหรับท่อกลม คสล. ขนาด  ø  0.30 ม. เข้า - ออก  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$36","v":1},{"$f":"IF(H48=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$610)","v":3150.62},null,{"$f":"IF(H48=\" \",\" \",ROUND(H48*I48,2))","v":3150.62},null,{"$f":"IF(I48=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(H48=\" \",\" \",ROUND(I48*M48,2))","v":4031.85},{"$f":"IF(I48=\" \",\" \",ROUND(K48*M48,2))","v":4031.85}]
[null,null,8.1999999999999993,"สำหรับท่อกลม คสล. ขนาด  ø  0.40 ม. เข้า - ออก  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$37","v":1},{"$f":"IF(H49=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$581)","v":4957.49},null,{"$f":"IF(H49=\" \",\" \",ROUND(H49*I49,2))","v":4957.49},null,{"$f":"IF(I49=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(H49=\" \",\" \",ROUND(I49*M49,2))","v":6344.1},{"$f":"IF(I49=\" \",\" \",ROUND(K49*M49,2))","v":6344.1}]
[null,null,8.3000000000000007,"สำหรับท่อกลม คสล. ขนาด  ø  0.60 ม. เข้า - ออก  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$38","v":1},{"$f":"IF(H50=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$642)","v":5345.92},null,{"$f":"IF(H50=\" \",\" \",ROUND(H50*I50,2))","v":5345.92},null,{"$f":"IF(I50=\" \",\" \",$L$65)","v":1.2797000000000001},{"$f":"IF(H50=\" \",\" \",ROUND(I50*M50,2))","v":6841.17},{"$f":"IF(I50=\" \",\" \",ROUND(K50*M50,2))","v":6841.17}]
[null,9,"งานท่อเหลี่ยมคอนกรีตเสริมเหล็ก"]
[null,null,9.1,"งานท่อเหลี่ยมคอนกรีตเสริมเหล็กก่อสร้างใหม่",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$39","v":1},{"$f":"IF(H52=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$554)","v":213810.96},null,{"$f":"IF(H52=\" \",\" \",ROUND(H52*I52,2))","v":213810.96},null,{"$f":"IF(H52=\" \",\" \",$L$66)","v":1.2256},{"$f":"IF(H52=\" \",\" \",ROUND(I52*M52,2))","v":262046.71},{"$f":"IF(I52=\" \",\" \",ROUND(K52*M52,2))","v":262046.71}]
[null,null,null,"     กม.",{"$f":"ข้อมูลเริ่มต้น!H41","v":100}]
[null,null,null,"     ขนาด",{"$f":"ข้อมูลเริ่มต้น!M41","v":"1-1.80x1.80"}]
[null,null,null,"     ยาว",{"$f":"ข้อมูลเริ่มต้น!H42","v":10},"ม."]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"รวมค่าก่อสร้างทั้งโครงการ   ",{"$f":"ROUND((SUM(O12:O57)),2)","v":3170226.15}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"ราคากลาง   ",{"$f":"ROUNDDOWN($O$58,-3)","v":3170000}]
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[]
[null,null,null,"①","ผลรวมค่างานต้นทุนงานก่อสร้างทาง",null,null,null,null,null,null,{"$f":"SUM(K12:L50)","v":2272550.02}]
[null,null,null,"②","ผลรวมค่างานต้นทุนงานก่อสร้างสะพานและท่อเหลียม",null,null,null,null,null,null,{"$f":"IF(K52=\" \",0,ROUND(K52,2))","v":213810.96}]
[]
[null,null,null,"③","ค่า  Factor   F   งานก่อสร้างทาง",null,null,null,null,null,null,{"$f":"F_ทาง!$M$5","v":1.2797000000000001}]
[null,null,null,"④","ค่า  Factor   F   งานก่อสร้างสะพานและท่อเหลียม",null,null,null,null,null,null,{"$f":"F_สะพานและท่อเหลี่ยม!$N$5","v":1.2256}]
[]
[null,null,null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=1,\"คณะกรรมการกำหนดราคากลาง\",\" \")","v":" "}]
[null,null,null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=1,\"ตามคำสั่งที่\",\" \")","v":" "},{"$f":"IF(D68=\" \",\" \",ข้อมูลเริ่มต้น!$K$93)","v":" "}]
[]
[null,null,null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=2,\"ผู้ประมาณราคา\",\" \")","v":"ผู้ประมาณราคา"},"………………………………….",null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=1,\"ประธานกรรมการ\",\" \")","v":" "},null,null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=2,\"ผู้ตรวจ\",\" \")","v":"ผู้ตรวจ"},null,"………………………………….",null,null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=1,\"กรรมการ\",\" \")","v":" "}]
[null,null,null,null,{"$f":"CONCATENATE(\"(\",ข้อมูลเริ่มต้น!$K$93,\")\")","v":"(นายศิวกร   พงษ์สิทธิศักดิ์)"},null,null,null,null,null,null,{"$f":"CONCATENATE(\"(\",ข้อมูลเริ่มต้น!$K$95,\")\")","v":"(นายคมกฤษ   เทียมโคกกรวด)"}]
[null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!$K$94","v":"นายช่างโยธา 4"},null,null,null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!$K$96","v":"ผู้อำนวยการกองช่าง"}]
[]
[]
[null,null,null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=2,\"ผู้เห็นชอบ\",\" \")","v":"ผู้เห็นชอบ"},"………………………………….",null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=1,\"กรรมการ\",\" \")","v":" "},null,null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=2,\"ผู้อนุมัติ\",\" \")","v":"ผู้อนุมัติ"},null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=1,\" \",\"………………………………….\")","v":"…………………………………."}]
[null,null,null,null,{"$f":"CONCATENATE(\"(\",ข้อมูลเริ่มต้น!$K$97,\")\")","v":"(นายประสิทธิ์   สกนธรัตน์)"},null,null,null,null,null,null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=1,\" \",CONCATENATE(\"(\",ข้อมูลเริ่มต้น!$K$99,\")\"))","v":"(นายสุริยะ   แก้ววิรัตน์)"}]
[null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!$K$98","v":"ปลัดเทศบาล"},null,null,null,null,null,null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=1,\" \",CONCATENATE(ข้อมูลเริ่มต้น!$K$100))","v":"นายกเทศมนตรีตำบลหนองลาด"}]

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[null,"แบบสรุปราคากลาง  ผิวทางลูกรัง บดอัดแน่น"]
[null,"แบบสรุปราคากลางงานก่อสร้างทาง  สะพาน  และท่อเหลียม"]
[null,"          ชื่อโครงการ",null,null,{"$f":"ข้อมูลเริ่มต้น!$F$3","v":"โครงการก่อสร้างถนน คสล.  บ้านหนองลาดใต้  หมู่ที่ 8   "}]
[null,"          สถานที่ก่อสร้าง",null,null,{"$f":"ข้อมูลเริ่มต้น!$F$4","v":"บ้านหนองลาดใต้   หมู่ที่  8    ต.หนองลาด   อ.เมือง   จ.สกลนคร"}]
[null,"          ปริมาณงาน",null,null,{"$f":"CONCATENATE(ข้อมูลเริ่มต้น!$E$103,ข้อมูลเริ่มต้น!$F$103)","v":"ผิวจราจร  แอสฟัลต์คอนกรีต"},null,{"$f":"สรุปผลการคำนวณ!$G$2","v":"กว้าง"},{"$f":"สรุปผลการคำนวณ!$H$2","v":4},{"$f":"IF($H$5=\"  \",\" \",\" - \")","v":" - "},{"$f":"สรุปผลการคำนวณ!$J$2","v":6},{"$f":"สรุปผลการคำนวณ!$K$2","v":" ม."},null,{"$f":"IF(H5=\"  \",\" ระยะทาง\",\"ระยะทางรวม\")","v":"ระยะทางรวม"},{"$f":"ข้อมูลเริ่มต้น!$N$103","v":1300},{"$f":"ข้อมูลเริ่มต้น!$O$103","v":"  ม."}]
[null,"          หน่วยงานเจ้าของโครงการ",null,null,{"$f":"ข้อมูลเริ่มต้น!$F$5","v":"สำนักงานเทศบาลตำบลหนอลาด"}]
[null,"          แบบเลขที่",null,null,{"$f":"ข้อมูลเริ่มต้น!$F$6","v":"85 / 2555     ลงวันที่   30   กรกฏาคม   2555"}]
[null,"          คำนวณราคากลางเมื่อวันที่",null,null,{"$f":"ข้อมูลเริ่มต้น!$F$7","v":" 30   กรกฏาคม  2555"}]
[null,"ลำดับ","รายการ",null,null,null,"หน่วย","จำนวน","ราคาต่อหน่วย",null,"ราคาทุน",null,"FN","ราคาต่อหน่วย ","ราคากลาง"]
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[null,1,"งานดิน",null,null,null,null,""]
[null,null,1.1000000000000001,"งานถางป่าและขุดต่อ",{"$f":"CONCATENATE(\"( \",ข้อมูลเริ่มต้น!Z40,\" )\")","v":"( ขนาดเบา )"},null,"ตร.ม.",{"$f":"สรุปผลการคำนวณ!$H$19","v":0},{"$f":"IF(H12=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$8)","v":1.29},null,{"$f":"IF(I12=\" \",\" \",ROUND(H12*I12,2))","v":0},null,{"$f":"IF(I12=\" \",\" \",$L$61)","v":1.2797000000000001},{"$f":"IF(I12=\" \",\" \",ROUND(I12*M12,2))","v":1.65},{"$f":"IF(I12=\" \",\" \",ROUND(H12*N12,2))","v":0}]
[null,null,1.2,"งานตัดดินคันทาง",null,null,"ลบ.ม.",{"$f":"สรุปผลการคำนวณ!$H$17","v":0},{"$f":"IF(H13=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$66)","v":37.51},null,{"$f":"IF(I13=\" \",\" \",ROUND(H13*I13,2))","v":0},null,{"$f":"IF(I13=\" \",\" \",$L$61)","v":1.2797000000000001},{"$f":"IF(I13=\" \",\" \",ROUND(I13*M13,2))","v":48},{"$f":"IF(I13=\" \",\" \",ROUND(H13*N13,2))","v":0}]
[null,null,1.3,{"$f":"IF(ข้อมูลเริ่มต้น!$V$8=3,\"งานดินถมคันทาง  บดอัดแน่น\",IF(ข้อมูลเริ่มต้น!$V$8=4,\"งานดินถมคันทาง  ปรับเกลี่ยแต่ง\",\" \"))","v":" "},null,null,"ลบ.ม.",{"$f":"สรุปผลการคำนวณ!$H$16","v":0},{"$f":"IF(H14=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$79)","v":87.58},null,{"$f":"IF(I14=\" \",\" \",ROUND(H14*I14,2))","v":0},null,{"$f":"IF(I14=\" \",\" \",$L$61)","v":1.2797000000000001},{"$f":"IF(I14=\" \",\" \",ROUND(I14*M14,2))","v":112.08},{"$f":"IF(I14=\" \",\" \",ROUND(H14*N14,2))","v":0}]
[null,2,"งานผิวทาง"]
[null,null,2.1,{"$f":"CONCATENATE(\"งานผิวทาง\",ข้อมูลเริ่มต้น!$F$105,\"    \",\"หนา\")","v":"งานผิวทางแอสฟัลต์คอนกรีต    หนา"},null,{"$f":"CONCATENATE(ข้อมูลเริ่มต้น!$I$11,\"  \",ข้อมูลเริ่มต้น!$J$11)","v":"20   ซม."},"ลบ.ม.",{"$f":"สรุปผลการคำนวณ!$H$4+สรุปผลการคำนวณ!$H$5","v":7200},{"$f":"IF(H16=0,\" \",ค่างานต้นทุนต่อหน่วย!$P$182)","v":123.36},null,{"$f":"IF(I16=\" \",\" \",ROUND(H16*I16,2))","v":888192},null,{"$f":"IF(I16=\" \",\" \",$L$61)","v":1.2797000000000001},{"$f":"IF(I16=\" \",\" \",ROUND(I16*M16,2))","v":157.86000000000001},{"$f":"IF(I16=\" \",\" \",ROUND(H16*N16,2))","v":1136592}]
[null,3,"งานท่อกลมคอนกรีตเสริมเหล็ก"]
[null,null,3.1,"ขนาด  ø  0.30  ม.  ชั้น  3",null,null,"ม.",{"$f":"สรุปผลการคำนวณ!$H$20","v":1},{"$f":"IF(H18=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$322)","v":539.57000000000005},null,{"$f":"IF(H18=\" \",\" \",ROUND(H18*I18,2))","v":539.57000000000005},null,{"$f":"IF(I18=\" \",\" \",$L$61)","v":1.2797000000000001},{"$f":"IF(H18=\" \",\" \",ROUND(I18*M18,2))","v":690.49},{"$f":"IF(H18=\" \",\" \",ROUND(H18*N18,2))","v":690.49}]
[null,null,3.2,"ขนาด  ø  0.40  ม.  ชั้น  3",null,null,"ม.",{"$f":"สรุปผลการคำนวณ!$H$21","v":1},{"$f":"IF(H19=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$336)","v":608.54},null,{"$f":"IF(H19=\" \",\" \",ROUND(H19*I19,2))","v":608.54},null,{"$f":"IF(I19=\" \",\" \",$L$61)","v":1.2797000000000001},{"$f":"IF(H19=\" \",\" \",ROUND(I19*M19,2))","v":778.75},778.75]
[null,null,3.3,"ขนาด  ø  0.60  ม.  ชั้น  3",null,null,"ม.",{"$f":"สรุปผลการคำนวณ!$H$22","v":1},{"$f":"IF(H20=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$350)","v":945.15},null,{"$f":"IF(H20=\" \",\" \",ROUND(H20*I20,2))","v":945.15},null,{"$f":"IF(I20=\" \",\" \",$L$61)","v":1.2797000000000001},{"$f":"IF(H20=\" \",\" \",ROUND(I20*M20,2))","v":1209.51},1209.51]
[null,null,3.4,"ขนาด  ø  0.80  ม.  ชั้น  3",null,null,"ม.",{"$f":"สรุปผลการคำนวณ!$H$23","v":1},{"$f":"IF(H21=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$364)","v":1745.84},null,{"$f":"IF(H21=\" \",\" \",ROUND(H21*I21,2))","v":1745.84},null,{"$f":"IF(I21=\" \",\" \",$L$61)","v":1.2797000000000001},{"$f":"IF(H21=\" \",\" \",ROUND(I21*M21,2))","v":2234.15},2234.15]
[null,null,3.5,"ขนาด  ø  1.00  ม.  ชั้น  3",null,null,"ม.",{"$f":"สรุปผลการคำนวณ!$H$24","v":1},{"$f":"IF(H22=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$378)","v":2380.67},null,{"$f":"IF(H22=\" \",\" \",ROUND(H22*I22,2))","v":2380.67},null,{"$f":"IF(I22=\" \",\" \",$L$61)","v":1.2797000000000001},{"$f":"IF(H22=\" \",\" \",ROUND(I22*M22,2))","v":3046.54},3046.54]
[null,4,"งานกำแพงปากท่อคอนกรีตเสริมเหล็ก"]
[null,null,4.0999999999999996,"สำหรับท่อกลม คสล. ขนาด  ø  0.60 ม.  1  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$27","v":1},{"$f":"IF(H24=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$421)","v":3359.89},null,{"$f":"IF(H24=\" \",\" \",ROUND(H24*I24,2))","v":3359.89},null,{"$f":"IF(I24=\" \",\" \",$L$61)","v":1.2797000000000001},{"$f":"IF(H24=\" \",\" \",ROUND(I24*M24,2))","v":4299.6499999999996},4299.6499999999996]
[null,null,4.2,"สำหรับท่อกลม คสล. ขนาด  ø  0.60 ม.  2  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$28","v":1},{"$f":"IF(H25=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$432)","v":4941.04},null,4941.04,null,1.2797000000000001,6323.05,6323.05]
[null,null,4.3,"สำหรับท่อกลม คสล. ขนาด  ø  0.60 ม.  3  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$29","v":1},{"$f":"IF(H26=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$443)","v":6522.98},null,6522.98,null,1.2797000000000001,8347.4599999999991,8347.4599999999991]
[null,null,4.4000000000000004,"สำหรับท่อกลม คสล. ขนาด  ø  0.80 ม.  1  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$30","v":1},{"$f":"IF(H27=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$454)","v":4068.83},null,4068.83,null,1.2797000000000001,5206.88,5206.88]
[null,null,4.5,"สำหรับท่อกลม คสล. ขนาด  ø  0.80 ม.  2  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$31","v":1},{"$f":"IF(H28=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$465)","v":6351.12},null,6351.12,null,1.2797000000000001,8127.53,8127.53]
[null,null,4.5999999999999996,"สำหรับท่อกลม คสล. ขนาด  ø  0.80 ม.  3  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$32","v":1},{"$f":"IF(H29=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$476)","v":8653.2800000000007},null,8653.2800000000007,null,1.2797000000000001,11073.6,11073.6]
[null,null,4.7,"สำหรับท่อกลม คสล. ขนาด  ø  1.00 ม.  1  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$33","v":1},{"$f":"IF(H30=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$487)","v":4813.16},null,4813.16,null,1.2797000000000001,6159.4,6159.4]
[null,null,4.8,"สำหรับท่อกลม คสล. ขนาด  ø  1.00 ม.  2  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$34","v":1},{"$f":"IF(H31=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$498)","v":7924.4},null,7924.4,null,1.2797000000000001,10140.85,10140.85]
[null,null,4.9000000000000004,"สำหรับท่อกลม คสล. ขนาด  ø  1.00 ม.  3  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$35","v":1},{"$f":"IF(H32=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$509)","v":10609.5},null,10609.5,null,1.2797000000000001,13576.98,13576.98]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,5,"งานท่อเหลี่ยมคอนกรีตเสริมเหล็ก"]
[null,null,5.0999999999999996,"งานท่อเหลี่ยมคอนกรีตเสริมเหล็กก่อสร้างใหม่",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$39","v":1},{"$f":"IF(H48=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$554)","v":213810.96},null,{"$f":"IF(H48=\" \",\" \",ROUND(H48*I48,2))","v":213810.96},null,{"$f":"IF(H48=\" \",\" \",$L$62)","v":1.2256},{"$f":"IF(H48=\" \",\" \",ROUND(I48*M48,2))","v":262046.71},262046.71]
[null,null,null,"     กม.",{"$f":"ข้อมูลเริ่มต้น!H41","v":100}]
[null,null,null,"     ขนาด",{"$f":"ข้อมูลเริ่มต้น!M41","v":"1-1.80x1.80"}]
[null,null,null,"     ยาว",{"$f":"ข้อมูลเริ่มต้น!H42","v":10},"ม."]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"รวมค่าก่อสร้างทั้งโครงการ   ",{"$f":"ROUND((SUM(O11:O53)),2)","v":1479853.55}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"ราคากลาง   ",{"$f":"ROUNDDOWN($O$54,-3)","v":1479000}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"ราคากลาง\",\"      \",\"(\",BAHTTEXT(O55),\")\")","v":"ราคากลาง      (หนึ่งล้านสี่แสนเจ็ดหมื่นเก้าพันบาทถ้วน)"}]
[]
[null,null,null,"①","ผลรวมค่างานต้นทุนงานก่อสร้างทาง",null,null,null,null,null,null,{"$f":"SUM(K11:L46)","v":951655.97000000009}]
[null,null,null,"②","ผลรวมค่างานต้นทุนงานก่อสร้างสะพานและท่อเหลียม",null,null,null,null,null,null,{"$f":"IF(K48=\" \",0,ROUND(K48,2))","v":213810.96}]
[]
[null,null,null,"③","ค่า  Factor   F   งานก่อสร้างทาง",null,null,null,null,null,null,{"$f":"F_ทาง!$M$5","v":1.2797000000000001}]
[null,null,null,"④","ค่า  Factor   F   งานก่อสร้างสะพานและท่อเหลียม",null,null,null,null,null,null,{"$f":"F_สะพานและท่อเหลี่ยม!$N$5","v":1.2256}]
[]
[null,null,null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=1,\"คณะกรรมการกำหนดราคากลาง\",\" \")","v":" "}]
[null,null,null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=1,\"ตามคำสั่งที่\",\" \")","v":" "},{"$f":"IF(D64=\" \",\" \",ข้อมูลเริ่มต้น!$K$93)","v":" "}]
[]
[null,null,null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=2,\"ผู้ประมาณราคา\",\" \")","v":"ผู้ประมาณราคา"},"………………………………….",null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=1,\"ประธานกรรมการ\",\" \")","v":" "},null,null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=2,\"ผู้ตรวจ\",\" \")","v":"ผู้ตรวจ"},null,"………………………………….",null,null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=1,\"กรรมการ\",\" \")","v":" "}]
[null,null,null,null,{"$f":"CONCATENATE(\"(\",ข้อมูลเริ่มต้น!$K$93,\")\")","v":"(นายศิวกร   พงษ์สิทธิศักดิ์)"},null,null,null,null,null,null,{"$f":"CONCATENATE(\"(\",ข้อมูลเริ่มต้น!$K$95,\")\")","v":"(นายคมกฤษ   เทียมโคกกรวด)"}]
[null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!$K$94","v":"นายช่างโยธา 4"},null,null,null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!$K$96","v":"ผู้อำนวยการกองช่าง"}]
[]
[]
[null,null,null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=2,\"ผู้เห็นชอบ\",\" \")","v":"ผู้เห็นชอบ"},"………………………………….",null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=1,\"กรรมการ\",\" \")","v":" "},null,null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=2,\"ผู้อนุมัติ\",\" \")","v":"ผู้อนุมัติ"},null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=1,\" \",\"………………………………….\")","v":"…………………………………."}]
[null,null,null,null,{"$f":"CONCATENATE(\"(\",ข้อมูลเริ่มต้น!$K$97,\")\")","v":"(นายประสิทธิ์   สกนธรัตน์)"},null,null,null,null,null,null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=1,\" \",CONCATENATE(\"(\",ข้อมูลเริ่มต้น!$K$99,\")\"))","v":"(นายสุริยะ   แก้ววิรัตน์)"}]
[null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!$K$98","v":"ปลัดเทศบาล"},null,null,null,null,null,null,{"$f":"IF(ข้อมูลเริ่มต้น!$W$66=1,\" \",CONCATENATE(ข้อมูลเริ่มต้น!$K$100))","v":"นายกเทศมนตรีตำบลหนองลาด"}]

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[null,"แบบสรุปราคากลาง  ผิวทางลูกรัง ปรับเกลี่ยแต่ง"]
[null,"แบบสรุปราคากลางงานก่อสร้างทาง  สะพาน  และท่อเหลียม"]
[null,"          ชื่อโครงการ",null,null,{"$f":"ข้อมูลเริ่มต้น!$F$3","v":"โครงการก่อสร้างถนน คสล.  บ้านหนองลาดใต้  หมู่ที่ 8   "}]
[null,"          สถานที่ก่อสร้าง",null,null,{"$f":"ข้อมูลเริ่มต้น!$F$4","v":"บ้านหนองลาดใต้   หมู่ที่  8    ต.หนองลาด   อ.เมือง   จ.สกลนคร"}]
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[null,"          หน่วยงานเจ้าของโครงการ",null,null,{"$f":"ข้อมูลเริ่มต้น!$F$5","v":"สำนักงานเทศบาลตำบลหนอลาด"}]
[null,"          แบบเลขที่",null,null,{"$f":"ข้อมูลเริ่มต้น!$F$6","v":"85 / 2555     ลงวันที่   30   กรกฏาคม   2555"}]
[null,"          คำนวณราคากลางเมื่อวันที่",null,null,{"$f":"ข้อมูลเริ่มต้น!$F$7","v":" 30   กรกฏาคม  2555"}]
[null,"ลำดับ","รายการ",null,null,null,"หน่วย","จำนวน","ราคาต่อหน่วย",null,"ราคาทุน",null,"FN","ราคาต่อหน่วย ","ราคากลาง"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"X   FN"]
[null,1,"งานดิน",null,null,null,null,""]
[null,null,1.1000000000000001,"งานถางป่าและขุดต่อ",{"$f":"CONCATENATE(\"( \",ข้อมูลเริ่มต้น!Z40,\" )\")","v":"( ขนาดเบา )"},null,"ตร.ม.",{"$f":"สรุปผลการคำนวณ!$H$19","v":0},{"$f":"IF(H12=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$8)","v":1.29},null,{"$f":"IF(I12=\" \",\" \",ROUND(H12*I12,2))","v":0},null,{"$f":"IF(I12=\" \",\" \",$L$61)","v":1.2797000000000001},{"$f":"IF(I12=\" \",\" \",ROUND(I12*M12,2))","v":1.65},{"$f":"IF(I12=\" \",\" \",ROUND(H12*N12,2))","v":0}]
[null,null,1.2,"งานตัดดินคันทาง",null,null,"ลบ.ม.",{"$f":"สรุปผลการคำนวณ!$H$17","v":0},{"$f":"IF(H13=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$66)","v":37.51},null,{"$f":"IF(I13=\" \",\" \",ROUND(H13*I13,2))","v":0},null,{"$f":"IF(I13=\" \",\" \",$L$61)","v":1.2797000000000001},{"$f":"IF(I13=\" \",\" \",ROUND(I13*M13,2))","v":48},{"$f":"IF(I13=\" \",\" \",ROUND(H13*N13,2))","v":0}]
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[null,2,"งานผิวทาง"]
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[null,3,"งานท่อกลมคอนกรีตเสริมเหล็ก"]
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[null,null,3.5,"ขนาด  ø  1.00  ม.  ชั้น  3",null,null,"ม.",{"$f":"สรุปผลการคำนวณ!$H$24","v":1},{"$f":"IF(H22=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$378)","v":2380.67},null,{"$f":"IF(H22=\" \",\" \",ROUND(H22*I22,2))","v":2380.67},null,{"$f":"IF(I22=\" \",\" \",$L$61)","v":1.2797000000000001},{"$f":"IF(H22=\" \",\" \",ROUND(I22*M22,2))","v":3046.54},3046.54]
[null,4,"งานกำแพงปากท่อคอนกรีตเสริมเหล็ก"]
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[null,null,4.2,"สำหรับท่อกลม คสล. ขนาด  ø  0.60 ม.  2  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$28","v":1},{"$f":"IF(H25=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$432)","v":4941.04},null,4941.04,null,1.2797000000000001,6323.05,6323.05]
[null,null,4.3,"สำหรับท่อกลม คสล. ขนาด  ø  0.60 ม.  3  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$29","v":1},{"$f":"IF(H26=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$443)","v":6522.98},null,6522.98,null,1.2797000000000001,8347.4599999999991,8347.4599999999991]
[null,null,4.4000000000000004,"สำหรับท่อกลม คสล. ขนาด  ø  0.80 ม.  1  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$30","v":1},{"$f":"IF(H27=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$454)","v":4068.83},null,4068.83,null,1.2797000000000001,5206.88,5206.88]
[null,null,4.5,"สำหรับท่อกลม คสล. ขนาด  ø  0.80 ม.  2  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$31","v":1},{"$f":"IF(H28=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$465)","v":6351.12},null,6351.12,null,1.2797000000000001,8127.53,8127.53]
[null,null,4.5999999999999996,"สำหรับท่อกลม คสล. ขนาด  ø  0.80 ม.  3  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$32","v":1},{"$f":"IF(H29=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$476)","v":8653.2800000000007},null,8653.2800000000007,null,1.2797000000000001,11073.6,11073.6]
[null,null,4.7,"สำหรับท่อกลม คสล. ขนาด  ø  1.00 ม.  1  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$33","v":1},{"$f":"IF(H30=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$487)","v":4813.16},null,4813.16,null,1.2797000000000001,6159.4,6159.4]
[null,null,4.8,"สำหรับท่อกลม คสล. ขนาด  ø  1.00 ม.  2  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$34","v":1},{"$f":"IF(H31=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$498)","v":7924.4},null,7924.4,null,1.2797000000000001,10140.85,10140.85]
[null,null,4.9000000000000004,"สำหรับท่อกลม คสล. ขนาด  ø  1.00 ม.  3  แถว  ",null,null,"แห่ง",{"$f":"สรุปผลการคำนวณ!$H$35","v":1},{"$f":"IF(H32=\" \",\" \",ค่างานต้นทุนต่อหน่วย!$P$509)","v":10609.5},null,10609.5,null,1.2797000000000001,13576.98,13576.98]
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[null,5,"งานท่อเหลี่ยมคอนกรีตเสริมเหล็ก"]
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[null,null,null,"     ขนาด",{"$f":"ข้อมูลเริ่มต้น!M41","v":"1-1.80x1.80"}]
[null,null,null,"     ยาว",{"$f":"ข้อมูลเริ่มต้น!H42","v":10},"ม."]
[]
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[]
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[null,null,null,"②","ผลรวมค่างานต้นทุนงานก่อสร้างสะพานและท่อเหลียม",null,null,null,null,null,null,{"$f":"IF(K48=\" \",0,ROUND(K48,2))","v":213810.96}]
[]
[null,null,null,"③","ค่า  Factor   F   งานก่อสร้างทาง",null,null,null,null,null,null,{"$f":"F_ทาง!$M$5","v":1.2797000000000001}]
[null,null,null,"④","ค่า  Factor   F   งานก่อสร้างสะพานและท่อเหลียม",null,null,null,null,null,null,{"$f":"F_สะพานและท่อเหลี่ยม!$N$5","v":1.2256}]
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[null,"ตารางสรุปค่าดำเนินการและค่าเสื่อมราคา"]
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[null,null,null,null,"บาท/หน่วย","ปกติ","ฝนชุก","ปกติ","ฝนชุก"]
[1,1,"งานถางป่าขุดตอ"]
[2,null,"  ขนาดเบา","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A7,รวมoperate!$A$5:$I$2740,5)","v":1.1399999999999999},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A7,รวมoperate!$A$5:$I$2740,6)","v":0.16},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A7,รวมoperate!$A$5:$I$2740,7)","v":0.19},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A7,รวมoperate!$A$5:$I$2740,8)","v":1.29},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A7,รวมoperate!$A$5:$I$2740,9)","v":1.33}]
[3,null,"  ขนาดกลาง","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A8,รวมoperate!$A$5:$I$2740,5)","v":2.64},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A8,รวมoperate!$A$5:$I$2740,6)","v":0.46},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A8,รวมoperate!$A$5:$I$2740,7)","v":0.57999999999999996},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A8,รวมoperate!$A$5:$I$2740,8)","v":3.1},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A8,รวมoperate!$A$5:$I$2740,9)","v":3.21}]
[4,null,"  ขนาดหนัก","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A9,รวมoperate!$A$5:$I$2740,5)","v":4.03},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A9,รวมoperate!$A$5:$I$2740,6)","v":0.66},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A9,รวมoperate!$A$5:$I$2740,7)","v":0.83},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A9,รวมoperate!$A$5:$I$2740,8)","v":4.6900000000000004},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A9,รวมoperate!$A$5:$I$2740,9)","v":4.8499999999999996}]
[5,2,"งานดินคันทาง"]
[6,null,"  ขุด-ขน","ลบม. หลวม",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A11,รวมoperate!$A$5:$I$2740,5)","v":15.84},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A11,รวมoperate!$A$5:$I$2740,6)","v":3.47},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A11,รวมoperate!$A$5:$I$2740,7)","v":4.34},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A11,รวมoperate!$A$5:$I$2740,8)","v":19.309999999999999},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A11,รวมoperate!$A$5:$I$2740,9)","v":20.18}]
[7,null,"  บดทับ","ลบม. แน่น",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A12,รวมoperate!$A$5:$I$2740,5)","v":28.52},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A12,รวมoperate!$A$5:$I$2740,6)","v":7.92},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A12,รวมoperate!$A$5:$I$2740,7)","v":9.9},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A12,รวมoperate!$A$5:$I$2740,8)","v":36.44},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A12,รวมoperate!$A$5:$I$2740,9)","v":38.42}]
[8,3,"งานตัด-ขึ้นรูปคันทาง"]
[9,null,"  ดิน-ขุดตัด","ลบม. ปกติ",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A14,รวมoperate!$A$5:$I$2740,5)","v":15.88},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A14,รวมoperate!$A$5:$I$2740,6)","v":2.93},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A14,รวมoperate!$A$5:$I$2740,7)","v":3.66},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A14,รวมoperate!$A$5:$I$2740,8)","v":18.809999999999999},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A14,รวมoperate!$A$5:$I$2740,9)","v":19.54}]
[10,null,"    -ตัก","ลบม. หลวม",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A15,รวมoperate!$A$5:$I$2740,5)","v":5.86},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A15,รวมoperate!$A$5:$I$2740,6)","v":1.7},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A15,รวมoperate!$A$5:$I$2740,7)","v":2.13},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A15,รวมoperate!$A$5:$I$2740,8)","v":7.56},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A15,รวมoperate!$A$5:$I$2740,9)","v":7.98}]
[11,null,"  หินผุ-ขุดตัด","ลบม. ปกติ",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A16,รวมoperate!$A$5:$I$2740,5)","v":27.87},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A16,รวมoperate!$A$5:$I$2740,6)","v":3.34},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A16,รวมoperate!$A$5:$I$2740,7)","v":4.18},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A16,รวมoperate!$A$5:$I$2740,8)","v":31.21},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A16,รวมoperate!$A$5:$I$2740,9)","v":32.049999999999997}]
[12,null,"     -ดันและตัก","ลบม. หลวม",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A17,รวมoperate!$A$5:$I$2740,5)","v":33.07},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A17,รวมoperate!$A$5:$I$2740,6)","v":5.04},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A17,รวมoperate!$A$5:$I$2740,7)","v":6.3},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A17,รวมoperate!$A$5:$I$2740,8)","v":38.11},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A17,รวมoperate!$A$5:$I$2740,9)","v":39.369999999999997}]
[13,null,"  หินแข็ง-เจาะระเบิด","ลบม. ปกติ",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A18,รวมoperate!$A$5:$I$2740,5)","v":45.83},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A18,รวมoperate!$A$5:$I$2740,6)","v":4.66},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A18,รวมoperate!$A$5:$I$2740,7)","v":5.82},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A18,รวมoperate!$A$5:$I$2740,8)","v":50.49},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A18,รวมoperate!$A$5:$I$2740,9)","v":51.66}]
[14,null,"       -ดันและตัก","ลบม. หลวม",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A19,รวมoperate!$A$5:$I$2740,5)","v":56.52},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A19,รวมoperate!$A$5:$I$2740,6)","v":19},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A19,รวมoperate!$A$5:$I$2740,7)","v":23.75},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A19,รวมoperate!$A$5:$I$2740,8)","v":75.52},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A19,รวมoperate!$A$5:$I$2740,9)","v":80.27}]
[15,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง"]
[16,null,"  ขุด-ขน","ลบม. หลวม",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A21,รวมoperate!$A$5:$I$2740,5)","v":22.52},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A21,รวมoperate!$A$5:$I$2740,6)","v":6.36},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A21,รวมoperate!$A$5:$I$2740,7)","v":7.95},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A21,รวมoperate!$A$5:$I$2740,8)","v":28.88},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A21,รวมoperate!$A$5:$I$2740,9)","v":30.47}]
[17,null,"  ผสม (ผสมกับวัสดุอื่นๆ)","ลบม. แน่น",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A22,รวมoperate!$A$5:$I$2740,5)","v":6.64},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A22,รวมoperate!$A$5:$I$2740,6)","v":1.01},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A22,รวมoperate!$A$5:$I$2740,7)","v":1.27},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A22,รวมoperate!$A$5:$I$2740,8)","v":7.65},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A22,รวมoperate!$A$5:$I$2740,9)","v":7.9}]
[18,null,"  บดทับ","ลบม. แน่น",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A23,รวมoperate!$A$5:$I$2740,5)","v":34.229999999999997},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A23,รวมoperate!$A$5:$I$2740,6)","v":9.5},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A23,รวมoperate!$A$5:$I$2740,7)","v":11.88},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A23,รวมoperate!$A$5:$I$2740,8)","v":43.73},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A23,รวมoperate!$A$5:$I$2740,9)","v":46.11}]
[19,5,"งานไหล่ทางลูกรัง ผสม-บดทับ"]
[20,null,"  ผสม (ผสมกับวัสดุอื่นๆ)","ลบม. แน่น",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A25,รวมoperate!$A$5:$I$2740,5)","v":12.49},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A25,รวมoperate!$A$5:$I$2740,6)","v":1.91},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A25,รวมoperate!$A$5:$I$2740,7)","v":2.38},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A25,รวมoperate!$A$5:$I$2740,8)","v":14.4},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A25,รวมoperate!$A$5:$I$2740,9)","v":14.87}]
[21,null,"  บดทับ","ลบม. แน่น",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A26,รวมoperate!$A$5:$I$2740,5)","v":40.26},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A26,รวมoperate!$A$5:$I$2740,6)","v":15.33},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A26,รวมoperate!$A$5:$I$2740,7)","v":19.16},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A26,รวมoperate!$A$5:$I$2740,8)","v":55.58},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A26,รวมoperate!$A$5:$I$2740,9)","v":59.42}]
[22,6,"งานพื้นทาง(หินคลุก)"]
[23,null,"  ผสม (Blend)","ลบม. แน่น",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A28,รวมoperate!$A$5:$I$2740,5)","v":14.54},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A28,รวมoperate!$A$5:$I$2740,6)","v":2.91},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A28,รวมoperate!$A$5:$I$2740,7)","v":3.64},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A28,รวมoperate!$A$5:$I$2740,8)","v":17.440000000000001},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A28,รวมoperate!$A$5:$I$2740,9)","v":18.170000000000002}]
[24,null,"  บดทับ","ลบม. แน่น",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A29,รวมoperate!$A$5:$I$2740,5)","v":49.8},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A29,รวมoperate!$A$5:$I$2740,6)","v":19.100000000000001},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A29,รวมoperate!$A$5:$I$2740,7)","v":23.87},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A29,รวมoperate!$A$5:$I$2740,8)","v":68.900000000000006},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A29,รวมoperate!$A$5:$I$2740,9)","v":73.67}]
[25,7,"งานตัดแต่งขั้นบันได","ลบม. แน่น",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A30,รวมoperate!$A$5:$I$2740,5)","v":5.33},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A30,รวมoperate!$A$5:$I$2740,6)","v":1.3},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A30,รวมoperate!$A$5:$I$2740,7)","v":1.63},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A30,รวมoperate!$A$5:$I$2740,8)","v":6.63},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A30,รวมoperate!$A$5:$I$2740,9)","v":6.96}]
[26,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ"]
[27,null," ลูกรัง 10 ซม.","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A32,รวมoperate!$A$5:$I$2740,5)","v":7.11},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A32,รวมoperate!$A$5:$I$2740,6)","v":1.51},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A32,รวมoperate!$A$5:$I$2740,7)","v":1.89},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A32,รวมoperate!$A$5:$I$2740,8)","v":8.6199999999999992},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A32,รวมoperate!$A$5:$I$2740,9)","v":9}]
[28,null," หินคลุก 10 ซม.","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A33,รวมoperate!$A$5:$I$2740,5)","v":8.67},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A33,รวมoperate!$A$5:$I$2740,6)","v":2.4700000000000002},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A33,รวมoperate!$A$5:$I$2740,7)","v":3.09},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A33,รวมoperate!$A$5:$I$2740,8)","v":11.14},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A33,รวมoperate!$A$5:$I$2740,9)","v":11.76}]
[29,null," ผิวAC 5 ซม.","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A34,รวมoperate!$A$5:$I$2740,5)","v":7.75},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A34,รวมoperate!$A$5:$I$2740,6)","v":1.25},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A34,รวมoperate!$A$5:$I$2740,7)","v":1.56},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A34,รวมoperate!$A$5:$I$2740,8)","v":9},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A34,รวมoperate!$A$5:$I$2740,9)","v":9.31}]
[30,9,"งานราดยางไพรม์โค้ด","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A35,รวมoperate!$A$5:$I$2740,5)","v":5.97},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A35,รวมoperate!$A$5:$I$2740,6)","v":0.54},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A35,รวมoperate!$A$5:$I$2740,7)","v":0.68},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A35,รวมoperate!$A$5:$I$2740,8)","v":6.51},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A35,รวมoperate!$A$5:$I$2740,9)","v":6.65}]
[31,10,"งานราดยางแทคโค้ด","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A36,รวมoperate!$A$5:$I$2740,5)","v":5.43},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A36,รวมoperate!$A$5:$I$2740,6)","v":0.77},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A36,รวมoperate!$A$5:$I$2740,7)","v":0.96},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A36,รวมoperate!$A$5:$I$2740,8)","v":6.2},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A36,รวมoperate!$A$5:$I$2740,9)","v":6.39}]
[32,11,"งานผิวทางแบบบาง"]
[33,null," ชั้นเดียว (1/2\")","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A38,รวมoperate!$A$5:$I$2740,5)","v":12.8},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A38,รวมoperate!$A$5:$I$2740,6)","v":1.94},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A38,รวมoperate!$A$5:$I$2740,7)","v":2.4300000000000002},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A38,รวมoperate!$A$5:$I$2740,8)","v":14.74},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A38,รวมoperate!$A$5:$I$2740,9)","v":15.22}]
[34,null," ชั้นเดียว (3/4\")","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A39,รวมoperate!$A$5:$I$2740,5)","v":17.68},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A39,รวมoperate!$A$5:$I$2740,6)","v":2.68},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A39,รวมoperate!$A$5:$I$2740,7)","v":3.35},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A39,รวมoperate!$A$5:$I$2740,8)","v":20.36},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A39,รวมoperate!$A$5:$I$2740,9)","v":21.03}]
[35,null," สองชั้น (3/4\"+3/8\")","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A40,รวมoperate!$A$5:$I$2740,5)","v":26.29},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A40,รวมoperate!$A$5:$I$2740,6)","v":3.99},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A40,รวมoperate!$A$5:$I$2740,7)","v":4.9800000000000004},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A40,รวมoperate!$A$5:$I$2740,8)","v":30.28},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A40,รวมoperate!$A$5:$I$2740,9)","v":31.27}]
[36,null," สองชั้น (1\"+1/2\")","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A41,รวมoperate!$A$5:$I$2740,5)","v":38.51},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A41,รวมoperate!$A$5:$I$2740,6)","v":5.84},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A41,รวมoperate!$A$5:$I$2740,7)","v":7.3},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A41,รวมoperate!$A$5:$I$2740,8)","v":44.34},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A41,รวมoperate!$A$5:$I$2740,9)","v":45.8}]
[37,12,"งานเคลือบหิน ขจัดฝุ่น (Pre-coat)"]
[38,null," ชั้นเดียว (1/2\")","ลบม. หลวม",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A43,รวมoperate!$A$5:$I$2740,5)","v":1.47},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A43,รวมoperate!$A$5:$I$2740,6)","v":0.49},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A43,รวมoperate!$A$5:$I$2740,7)","v":0.61},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A43,รวมoperate!$A$5:$I$2740,8)","v":1.95},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A43,รวมoperate!$A$5:$I$2740,9)","v":2.08}]
[39,null," ชั้นเดียว (3/4\")","ลบม. หลวม",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A44,รวมoperate!$A$5:$I$2740,5)","v":2.0299999999999998},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A44,รวมoperate!$A$5:$I$2740,6)","v":0.68},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A44,รวมoperate!$A$5:$I$2740,7)","v":0.84},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A44,รวมoperate!$A$5:$I$2740,8)","v":2.7},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A44,รวมoperate!$A$5:$I$2740,9)","v":2.87}]
[40,null," สองชั้น (3/4\"+3/8\")","ลบม. หลวม",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A45,รวมoperate!$A$5:$I$2740,5)","v":3.01},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A45,รวมoperate!$A$5:$I$2740,6)","v":1},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A45,รวมoperate!$A$5:$I$2740,7)","v":1.26},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A45,รวมoperate!$A$5:$I$2740,8)","v":4.0199999999999996},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A45,รวมoperate!$A$5:$I$2740,9)","v":4.2699999999999996}]
[41,null," สองชั้น (1\"+1/2\")","ลบม. หลวม",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A46,รวมoperate!$A$5:$I$2740,5)","v":4.41},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A46,รวมoperate!$A$5:$I$2740,6)","v":1.47},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A46,รวมoperate!$A$5:$I$2740,7)","v":1.84},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A46,รวมoperate!$A$5:$I$2740,8)","v":5.88},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A46,รวมoperate!$A$5:$I$2740,9)","v":6.25}]
[42,13,"งานผิวทางแอสฟัลติกคอนกรีต"]
[43,null," ค่าผสมวัสดุแอสฟัลติกคอนกรีต","  ตัน",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A48,รวมoperate!$A$5:$I$2740,5)","v":364.17},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A48,รวมoperate!$A$5:$I$2740,6)","v":16.77},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A48,รวมoperate!$A$5:$I$2740,7)","v":20.97},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A48,รวมoperate!$A$5:$I$2740,8)","v":380.94},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A48,รวมoperate!$A$5:$I$2740,9)","v":385.14}]
[44,null," ค่าขนส่งอุปกรณ์ 80 ตัน ระยะทางขนส่ง 100-300 กม."]
[45,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A50,รวมoperate!$A$5:$I$2740,5)","v":250000}]
[46,null," งานปูลาดและบดทับ ผิวACหนา5ซม."]
[47,null,"  บนผิวไพรม์โค้ด","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A52,รวมoperate!$A$5:$I$2740,5)","v":10.76},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A52,รวมoperate!$A$5:$I$2740,6)","v":2.56},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A52,รวมoperate!$A$5:$I$2740,7)","v":3.2},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A52,รวมoperate!$A$5:$I$2740,8)","v":13.32},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A52,รวมoperate!$A$5:$I$2740,9)","v":13.96}]
[48,null,"  บนผิวแทคโค้ด","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A53,รวมoperate!$A$5:$I$2740,5)","v":8.2799999999999994},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A53,รวมoperate!$A$5:$I$2740,6)","v":2.1},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A53,รวมoperate!$A$5:$I$2740,7)","v":2.63},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A53,รวมoperate!$A$5:$I$2740,8)","v":10.38},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A53,รวมoperate!$A$5:$I$2740,9)","v":10.91}]
[49,14,"งานผิวทางคอนกรีต"]
[50,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A55,รวมoperate!$A$5:$I$2740,5)","v":150000}]
[51,null," ด่าผสมคอนกรีต","  ลบม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A56,รวมoperate!$A$5:$I$2740,5)","v":154.80000000000001},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A56,รวมoperate!$A$5:$I$2740,6)","v":34.07},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A56,รวมoperate!$A$5:$I$2740,7)","v":42.59},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A56,รวมoperate!$A$5:$I$2740,8)","v":188.87},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A56,รวมoperate!$A$5:$I$2740,9)","v":197.39}]
[52,null," ด่าขนส่งคอนกรีต","ลบม./กม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A57,รวมoperate!$A$5:$I$2740,5)","v":12.05},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A57,รวมoperate!$A$5:$I$2740,6)","v":1.52},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A57,รวมoperate!$A$5:$I$2740,7)","v":1.9},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A57,รวมoperate!$A$5:$I$2740,8)","v":13.57},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A57,รวมoperate!$A$5:$I$2740,9)","v":13.95}]
[53,null," ค่าแบบข้างคิดตามยาว 2 ข้าง","  เมตร",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A58,รวมoperate!$A$5:$I$2740,5)","v":7.81},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A58,รวมoperate!$A$5:$I$2740,6)","v":3.69},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A58,รวมoperate!$A$5:$I$2740,7)","v":4.6100000000000003},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A58,รวมoperate!$A$5:$I$2740,8)","v":11.5},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A58,รวมoperate!$A$5:$I$2740,9)","v":12.42}]
[54,null," ด่าปูผิวคอนกรีต","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A59,รวมoperate!$A$5:$I$2740,5)","v":7.62},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A59,รวมoperate!$A$5:$I$2740,6)","v":1.92},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A59,รวมoperate!$A$5:$I$2740,7)","v":2.41},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A59,รวมoperate!$A$5:$I$2740,8)","v":9.5399999999999991},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A59,รวมoperate!$A$5:$I$2740,9)","v":10.02}]
[55,null," ด่าตัดรอยต่อคอนกรีต และหยอดยาง","  เมตร",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A60,รวมoperate!$A$5:$I$2740,5)","v":19.32},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A60,รวมoperate!$A$5:$I$2740,6)","v":2.4500000000000002},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A60,รวมoperate!$A$5:$I$2740,7)","v":3.06},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A60,รวมoperate!$A$5:$I$2740,8)","v":21.77},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A60,รวมoperate!$A$5:$I$2740,9)","v":22.38}]
[56,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A61,รวมoperate!$A$5:$I$2740,5)","v":10.63},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A61,รวมoperate!$A$5:$I$2740,6)","v":2.34},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A61,รวมoperate!$A$5:$I$2740,7)","v":2.92},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A61,รวมoperate!$A$5:$I$2740,8)","v":12.96},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A61,รวมoperate!$A$5:$I$2740,9)","v":13.55}]
[57,null," ค่าบ่มผิวทางคอนกรีต","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A62,รวมoperate!$A$5:$I$2740,5)","v":6.7},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A62,รวมoperate!$A$5:$I$2740,6)","v":0.71},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A62,รวมoperate!$A$5:$I$2740,7)","v":0.88},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A62,รวมoperate!$A$5:$I$2740,8)","v":7.41},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A62,รวมoperate!$A$5:$I$2740,9)","v":7.58}]
[58,15,"งาน stabilized layer"]
[59,null," ค่าผสมวัสดุ ลูกรัง","ลบม. แน่น",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A64,รวมoperate!$A$5:$I$2740,5)","v":32.729999999999997},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A64,รวมoperate!$A$5:$I$2740,6)","v":11.03},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A64,รวมoperate!$A$5:$I$2740,7)","v":13.78},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A64,รวมoperate!$A$5:$I$2740,8)","v":43.75},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A64,รวมoperate!$A$5:$I$2740,9)","v":46.51}]
[60,null," ค่าบ่มวัสดุ  ลูกรัง","ลบม. แน่น",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A65,รวมoperate!$A$5:$I$2740,5)","v":33.5},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A65,รวมoperate!$A$5:$I$2740,6)","v":3.53},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A65,รวมoperate!$A$5:$I$2740,7)","v":4.41},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A65,รวมoperate!$A$5:$I$2740,8)","v":37.03},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A65,รวมoperate!$A$5:$I$2740,9)","v":37.909999999999997}]
[61,null," ค่าผสมวัสดุ หินคลุก","ลบม. แน่น",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A66,รวมoperate!$A$5:$I$2740,5)","v":36},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A66,รวมoperate!$A$5:$I$2740,6)","v":11.03},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A66,รวมoperate!$A$5:$I$2740,7)","v":13.78},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A66,รวมoperate!$A$5:$I$2740,8)","v":47.02},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A66,รวมoperate!$A$5:$I$2740,9)","v":49.78}]
[62,null," ค่าบ่มวัสดุ  หินคลุก","ลบม. แน่น",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A67,รวมoperate!$A$5:$I$2740,5)","v":33.5},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A67,รวมoperate!$A$5:$I$2740,6)","v":3.53},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A67,รวมoperate!$A$5:$I$2740,7)","v":4.41},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A67,รวมoperate!$A$5:$I$2740,8)","v":37.03},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A67,รวมoperate!$A$5:$I$2740,9)","v":37.909999999999997}]
[63,16,"งาน Pavement  In  Place  Recycling"]
[64,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A69,รวมoperate!$A$5:$I$2740,5)","v":23.57},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A69,รวมoperate!$A$5:$I$2740,6)","v":10.73},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A69,รวมoperate!$A$5:$I$2740,7)","v":13.41},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A69,รวมoperate!$A$5:$I$2740,8)","v":34.299999999999997},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A69,รวมoperate!$A$5:$I$2740,9)","v":36.979999999999997}]
[65,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A70,รวมoperate!$A$5:$I$2740,5)","v":29.46},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A70,รวมoperate!$A$5:$I$2740,6)","v":13.41},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A70,รวมoperate!$A$5:$I$2740,7)","v":16.760000000000002},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A70,รวมoperate!$A$5:$I$2740,8)","v":42.87},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A70,รวมoperate!$A$5:$I$2740,9)","v":46.22}]
[66,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A71,รวมoperate!$A$5:$I$2740,5)","v":39.28},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A71,รวมoperate!$A$5:$I$2740,6)","v":17.88},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A71,รวมoperate!$A$5:$I$2740,7)","v":22.34},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A71,รวมoperate!$A$5:$I$2740,8)","v":57.16},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A71,รวมoperate!$A$5:$I$2740,9)","v":61.63}]
[67,17,"งาน Slurry Seal","ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A72,รวมoperate!$A$5:$I$2740,5)","v":9.39},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A72,รวมoperate!$A$5:$I$2740,6)","v":1.93},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A72,รวมoperate!$A$5:$I$2740,7)","v":2.41},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A72,รวมoperate!$A$5:$I$2740,8)","v":11.32},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A72,รวมoperate!$A$5:$I$2740,9)","v":11.8}]
[68,18,"งาน Fog  Spray","ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A73,รวมoperate!$A$5:$I$2740,5)","v":2.17},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A73,รวมoperate!$A$5:$I$2740,6)","v":0.36},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A73,รวมoperate!$A$5:$I$2740,7)","v":0.45},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A73,รวมoperate!$A$5:$I$2740,8)","v":2.54},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A73,รวมoperate!$A$5:$I$2740,9)","v":2.63}]
[69,19,"งาน Hot Mixed  Recycling"]
[70,null,"ขุดลึก  3  ซม.","ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A75,รวมoperate!$A$5:$I$2740,5)","v":36.1},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A75,รวมoperate!$A$5:$I$2740,6)","v":5.56},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A75,รวมoperate!$A$5:$I$2740,7)","v":6.94},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A75,รวมoperate!$A$5:$I$2740,8)","v":41.66},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A75,รวมoperate!$A$5:$I$2740,9)","v":43.05}]
[71,null,"ขุดลึก  4  ซม.","ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A76,รวมoperate!$A$5:$I$2740,5)","v":47.99},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A76,รวมoperate!$A$5:$I$2740,6)","v":7.06},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A76,รวมoperate!$A$5:$I$2740,7)","v":8.82},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A76,รวมoperate!$A$5:$I$2740,8)","v":55.04},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A76,รวมoperate!$A$5:$I$2740,9)","v":56.81}]
[72,null,"ขุดลึก  5  ซม.","ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A77,รวมoperate!$A$5:$I$2740,5)","v":58.03},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A77,รวมoperate!$A$5:$I$2740,6)","v":7.75},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A77,รวมoperate!$A$5:$I$2740,7)","v":9.68},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A77,รวมoperate!$A$5:$I$2740,8)","v":65.78},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A77,รวมoperate!$A$5:$I$2740,9)","v":67.72}]
[73,null,"ขุดลึก  6  ซม.","ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A78,รวมoperate!$A$5:$I$2740,5)","v":70.260000000000005},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A78,รวมoperate!$A$5:$I$2740,6)","v":8.59},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A78,รวมoperate!$A$5:$I$2740,7)","v":10.74},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A78,รวมoperate!$A$5:$I$2740,8)","v":78.849999999999994},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A78,รวมoperate!$A$5:$I$2740,9)","v":81}]
[74,20,"งาน Milling"]
[75,null,"ขุดลึก  5  ซม.","ตร.ม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A80,รวมoperate!$A$5:$I$2740,5)","v":9.93},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A80,รวมoperate!$A$5:$I$2740,6)","v":1.72},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A80,รวมoperate!$A$5:$I$2740,7)","v":2.15},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A80,รวมoperate!$A$5:$I$2740,8)","v":11.65},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A80,รวมoperate!$A$5:$I$2740,9)","v":12.07}]
[76,null,"ขุดลึก  10  ซม.","ตร.ม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A81,รวมoperate!$A$5:$I$2740,5)","v":11.58},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A81,รวมoperate!$A$5:$I$2740,6)","v":2},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A81,รวมoperate!$A$5:$I$2740,7)","v":2.5},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A81,รวมoperate!$A$5:$I$2740,8)","v":13.59},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A81,รวมoperate!$A$5:$I$2740,9)","v":14.09}]

{"sheet":"ค่าดำเนินการ+ค่าเสื่อมราคา","index":21,"n_rows":81,"n_cols":7,"rows_kept":81,"cut":false,"hidden":true,"merged":[[0,2,0,6],[1,2,1,6]]}
[null,null,"ตารางสรุปค่าดำเนินการและค่าเสื่อมราคา"]
[null,null,{"$f":"\"ราคาน้ำมันเชื้อเพลิงโซล่า ที่ อำเภอ เมือง \"&ข้อมูลเริ่มต้น!$B$28&\".00 - \"&ข้อมูลเริ่มต้น!$B$28+0.99&\"  บาท / ลิตร\"","v":"ราคาน้ำมันเชื้อเพลิงโซล่า ที่ อำเภอ เมือง 30.00 - 30.99  บาท / ลิตร"}]
[null,null,null,null,"   ค่า","ค่าเสื่อมราคา "," รวมค่างาน "]
[null,"ลำ","     ลักษณะงาน","  หน่วย","ดำเนินการ","( บาท )","( บาท )"]
[null,"ดับ",null,null,"บาท/หน่วย",{"$f":"IF(ข้อมูลเริ่มต้น!$B$30=0,\"ปกติ\",\"ฝนชุก\")","v":"ปกติ"},{"$f":"IF(ข้อมูลเริ่มต้น!$B$30=0,\"ปกติ\",\"ฝนชุก\")","v":"ปกติ"}]
[1,1,"งานถางป่าขุดตอ"]
[2,null,"  ขนาดเบา","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A7,รวมoperate!$A$5:$I$2740,5)","v":1.1399999999999999},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A7,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":0.16},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A7,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":1.29}]
[3,null,"  ขนาดกลาง","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A8,รวมoperate!$A$5:$I$2740,5)","v":2.64},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A8,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":0.46},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A8,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":3.1}]
[4,null,"  ขนาดหนัก","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A9,รวมoperate!$A$5:$I$2740,5)","v":4.03},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A9,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":0.66},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A9,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":4.6900000000000004}]
[5,2,"งานดินคันทาง",null,{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A10,รวมoperate!$A$5:$I$2740,5)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A10,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A10,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":0}]
[6,null,"  ขุด-ขน","ลบม. หลวม",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A11,รวมoperate!$A$5:$I$2740,5)","v":15.84},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A11,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":3.47},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A11,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":19.309999999999999}]
[7,null,"  บดทับ","ลบม. แน่น",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A12,รวมoperate!$A$5:$I$2740,5)","v":28.52},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A12,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":7.92},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A12,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":36.44}]
[8,3,"งานตัด-ขึ้นรูปคันทาง",null,{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A13,รวมoperate!$A$5:$I$2740,5)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A13,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A13,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":0}]
[9,null,"  ดิน-ขุดตัด","ลบม. ปกติ",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A14,รวมoperate!$A$5:$I$2740,5)","v":15.88},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A14,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":2.93},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A14,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":18.809999999999999}]
[10,null,"    -ตัก","ลบม. หลวม",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A15,รวมoperate!$A$5:$I$2740,5)","v":5.86},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A15,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":1.7},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A15,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":7.56}]
[11,null,"  หินผุ-ขุดตัด","ลบม. ปกติ",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A16,รวมoperate!$A$5:$I$2740,5)","v":27.87},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A16,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":3.34},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A16,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":31.21}]
[12,null,"     -ดันและตัก","ลบม. หลวม",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A17,รวมoperate!$A$5:$I$2740,5)","v":33.07},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A17,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":5.04},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A17,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":38.11}]
[13,null,"  หินแข็ง-เจาะระเบิด","ลบม. ปกติ",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A18,รวมoperate!$A$5:$I$2740,5)","v":45.83},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A18,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":4.66},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A18,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":50.49}]
[14,null,"       -ดันและตัก","ลบม. หลวม",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A19,รวมoperate!$A$5:$I$2740,5)","v":56.52},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A19,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":19},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A19,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":75.52}]
[15,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A20,รวมoperate!$A$5:$I$2740,5)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A20,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A20,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":0}]
[16,null,"  ขุด-ขน","ลบม. หลวม",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A21,รวมoperate!$A$5:$I$2740,5)","v":22.52},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A21,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":6.36},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A21,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":28.88}]
[17,null,"  ผสม (ผสมกับวัสดุอื่นๆ)","ลบม. แน่น",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A22,รวมoperate!$A$5:$I$2740,5)","v":6.64},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A22,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":1.01},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A22,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":7.65}]
[18,null,"  บดทับ","ลบม. แน่น",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A23,รวมoperate!$A$5:$I$2740,5)","v":34.229999999999997},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A23,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":9.5},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A23,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":43.73}]
[19,5,"งานไหล่ทางลูกรัง ผสม-บดทับ",null,{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A24,รวมoperate!$A$5:$I$2740,5)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A24,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A24,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":0}]
[20,null,"  ผสม (ผสมกับวัสดุอื่นๆ)","ลบม. แน่น",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A25,รวมoperate!$A$5:$I$2740,5)","v":12.49},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A25,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":1.91},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A25,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":14.4}]
[21,null,"  บดทับ","ลบม. แน่น",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A26,รวมoperate!$A$5:$I$2740,5)","v":40.26},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A26,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":15.33},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A26,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":55.58}]
[22,6,"งานพื้นทาง(หินคลุก)",null,{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A27,รวมoperate!$A$5:$I$2740,5)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A27,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A27,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":0}]
[23,null,"  ผสม (Blend)","ลบม. แน่น",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A28,รวมoperate!$A$5:$I$2740,5)","v":14.54},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A28,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":2.91},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A28,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":17.440000000000001}]
[24,null,"  บดทับ","ลบม. แน่น",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A29,รวมoperate!$A$5:$I$2740,5)","v":49.8},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A29,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":19.100000000000001},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A29,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":68.900000000000006}]
[25,7,"งานตัดแต่งขั้นบันได","ลบม. แน่น",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A30,รวมoperate!$A$5:$I$2740,5)","v":5.33},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A30,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":1.3},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A30,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":6.63}]
[26,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A31,รวมoperate!$A$5:$I$2740,5)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A31,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A31,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":0}]
[27,null," ลูกรัง 10 ซม.","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A32,รวมoperate!$A$5:$I$2740,5)","v":7.11},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A32,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":1.51},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A32,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":8.6199999999999992}]
[28,null," หินคลุก 10 ซม.","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A33,รวมoperate!$A$5:$I$2740,5)","v":8.67},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A33,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":2.4700000000000002},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A33,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":11.14}]
[29,null," ผิวAC 5 ซม.","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A34,รวมoperate!$A$5:$I$2740,5)","v":7.75},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A34,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":1.25},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A34,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":9}]
[30,9,"งานราดยางไพรม์โค้ด","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A35,รวมoperate!$A$5:$I$2740,5)","v":5.97},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A35,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":0.54},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A35,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":6.51}]
[31,10,"งานราดยางแทคโค้ด","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A36,รวมoperate!$A$5:$I$2740,5)","v":5.43},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A36,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":0.77},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A36,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":6.2}]
[32,11,"งานผิวทางแบบบาง",null,{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A37,รวมoperate!$A$5:$I$2740,5)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A37,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A37,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":0}]
[33,null," ชั้นเดียว (1/2\")","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A38,รวมoperate!$A$5:$I$2740,5)","v":12.8},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A38,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":1.94},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A38,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":14.74}]
[34,null," ชั้นเดียว (3/4\")","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A39,รวมoperate!$A$5:$I$2740,5)","v":17.68},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A39,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":2.68},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A39,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":20.36}]
[35,null," สองชั้น (3/4\"+3/8\")","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A40,รวมoperate!$A$5:$I$2740,5)","v":26.29},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A40,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":3.99},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A40,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":30.28}]
[36,null," สองชั้น (1\"+1/2\")","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A41,รวมoperate!$A$5:$I$2740,5)","v":38.51},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A41,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":5.84},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A41,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":44.34}]
[37,12,"งานเคลือบหิน ขจัดฝุ่น (Pre-coat)",null,{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A42,รวมoperate!$A$5:$I$2740,5)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A42,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A42,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":0}]
[38,null," ชั้นเดียว (1/2\")","ลบม. หลวม",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A43,รวมoperate!$A$5:$I$2740,5)","v":1.47},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A43,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":0.49},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A43,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":1.95}]
[39,null," ชั้นเดียว (3/4\")","ลบม. หลวม",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A44,รวมoperate!$A$5:$I$2740,5)","v":2.0299999999999998},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A44,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":0.68},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A44,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":2.7}]
[40,null," สองชั้น (3/4\"+3/8\")","ลบม. หลวม",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A45,รวมoperate!$A$5:$I$2740,5)","v":3.01},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A45,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":1},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A45,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":4.0199999999999996}]
[41,null," สองชั้น (1\"+1/2\")","ลบม. หลวม",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A46,รวมoperate!$A$5:$I$2740,5)","v":4.41},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A46,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":1.47},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A46,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":5.88}]
[42,13,"งานผิวทางแอสฟัลติกคอนกรีต",null,{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A47,รวมoperate!$A$5:$I$2740,5)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A47,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A47,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":0}]
[43,null," ค่าผสมวัสดุแอสฟัลติกคอนกรีต","  ตัน",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A48,รวมoperate!$A$5:$I$2740,5)","v":364.17},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A48,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":16.77},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A48,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":380.94}]
[44,null," ค่าขนส่งอุปกรณ์ 80 ตัน ระยะทางขนส่ง 100-300 กม.",null,{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A49,รวมoperate!$A$5:$I$2740,5)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A49,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A49,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":0}]
[45,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A50,รวมoperate!$A$5:$I$2740,5)","v":250000},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A50,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A50,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":0}]
[46,null," งานปูลาดและบดทับ ผิวACหนา5ซม.",null,{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A51,รวมoperate!$A$5:$I$2740,5)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A51,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A51,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":0}]
[47,null,"  บนผิวไพรม์โค้ด","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A52,รวมoperate!$A$5:$I$2740,5)","v":10.76},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A52,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":2.56},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A52,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":13.32}]
[48,null,"  บนผิวแทคโค้ด","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A53,รวมoperate!$A$5:$I$2740,5)","v":8.2799999999999994},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A53,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":2.1},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A53,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":10.38}]
[49,14,"งานผิวทางคอนกรีต",null,{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A54,รวมoperate!$A$5:$I$2740,5)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A54,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A54,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":0}]
[50,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A55,รวมoperate!$A$5:$I$2740,5)","v":150000},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A55,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A55,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":0}]
[51,null," ด่าผสมคอนกรีต","  ลบม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A56,รวมoperate!$A$5:$I$2740,5)","v":154.80000000000001},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A56,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":34.07},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A56,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":188.87}]
[52,null," ด่าขนส่งคอนกรีต","ลบม./กม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A57,รวมoperate!$A$5:$I$2740,5)","v":12.05},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A57,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":1.52},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A57,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":13.57}]
[53,null," ค่าแบบข้างคิดตามยาว 2 ข้าง","  เมตร",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A58,รวมoperate!$A$5:$I$2740,5)","v":7.81},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A58,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":3.69},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A58,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":11.5}]
[54,null," ด่าปูผิวคอนกรีต","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A59,รวมoperate!$A$5:$I$2740,5)","v":7.62},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A59,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":1.92},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A59,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":9.5399999999999991}]
[55,null," ด่าตัดรอยต่อคอนกรีต และหยอดยาง","  เมตร",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A60,รวมoperate!$A$5:$I$2740,5)","v":19.32},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A60,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":2.4500000000000002},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A60,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":21.77}]
[56,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A61,รวมoperate!$A$5:$I$2740,5)","v":10.63},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A61,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":2.34},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A61,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":12.96}]
[57,null," ค่าบ่มผิวทางคอนกรีต","  ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A62,รวมoperate!$A$5:$I$2740,5)","v":6.7},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A62,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":0.71},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A62,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":7.41}]
[58,15,"งาน stabilized layer",null,{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A63,รวมoperate!$A$5:$I$2740,5)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A63,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A63,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":0}]
[59,null," ค่าผสมวัสดุ ลูกรัง","ลบม. แน่น",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A64,รวมoperate!$A$5:$I$2740,5)","v":32.729999999999997},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A64,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":11.03},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A64,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":43.75}]
[60,null," ค่าบ่มวัสดุ  ลูกรัง","ลบม. แน่น",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A65,รวมoperate!$A$5:$I$2740,5)","v":33.5},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A65,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":3.53},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A65,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":37.03}]
[61,null," ค่าผสมวัสดุ หินคลุก","ลบม. แน่น",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A66,รวมoperate!$A$5:$I$2740,5)","v":36},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A66,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":11.03},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A66,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":47.02}]
[62,null," ค่าบ่มวัสดุ  หินคลุก","ลบม. แน่น",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A67,รวมoperate!$A$5:$I$2740,5)","v":33.5},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A67,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":3.53},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A67,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":37.03}]
[63,16,"งาน Pavement  In  Place  Recycling",null,{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A68,รวมoperate!$A$5:$I$2740,5)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A68,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A68,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":0}]
[64,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A69,รวมoperate!$A$5:$I$2740,5)","v":23.57},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A69,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":10.73},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A69,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":34.299999999999997}]
[65,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A70,รวมoperate!$A$5:$I$2740,5)","v":29.46},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A70,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":13.41},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A70,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":42.87}]
[66,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A71,รวมoperate!$A$5:$I$2740,5)","v":39.28},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A71,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":17.88},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A71,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":57.16}]
[67,17,"งาน Slurry Seal","ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A72,รวมoperate!$A$5:$I$2740,5)","v":9.39},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A72,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":1.93},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A72,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":11.32}]
[68,18,"งาน Fog  Spray","ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A73,รวมoperate!$A$5:$I$2740,5)","v":2.17},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A73,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":0.36},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A73,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":2.54}]
[69,19,"งาน Hot Mixed  Recycling",null,{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A74,รวมoperate!$A$5:$I$2740,5)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A74,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A74,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":0}]
[70,null,"ขุดลึก  3  ซม.","ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A75,รวมoperate!$A$5:$I$2740,5)","v":36.1},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A75,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":5.56},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A75,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":41.66}]
[71,null,"ขุดลึก  4  ซม.","ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A76,รวมoperate!$A$5:$I$2740,5)","v":47.99},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A76,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":7.06},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A76,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":55.04}]
[72,null,"ขุดลึก  5  ซม.","ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A77,รวมoperate!$A$5:$I$2740,5)","v":58.03},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A77,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":7.75},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A77,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":65.78}]
[73,null,"ขุดลึก  6  ซม.","ตรม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A78,รวมoperate!$A$5:$I$2740,5)","v":70.260000000000005},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A78,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":8.59},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A78,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":78.849999999999994}]
[74,20,"งาน Milling",null,{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A79,รวมoperate!$A$5:$I$2740,5)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A79,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":0},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A79,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":0}]
[75,null,"ขุดลึก  5  ซม.","ตร.ม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A80,รวมoperate!$A$5:$I$2740,5)","v":9.93},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A80,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":1.72},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A80,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":11.65}]
[76,null,"ขุดลึก  10  ซม.","ตร.ม.",{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A81,รวมoperate!$A$5:$I$2740,5)","v":11.58},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A81,รวมoperate!$A$5:$I$2740,6+ข้อมูลเริ่มต้น!$B$30)","v":2},{"$f":"VLOOKUP(ข้อมูลเริ่มต้น!$B$28*100+$A81,รวมoperate!$A$5:$I$2740,8+ข้อมูลเริ่มต้น!$B$30)","v":13.59}]

{"sheet":"รวมoperate","index":22,"n_rows":2740,"n_cols":11,"rows_kept":2740,"cut":false,"hidden":true,"merged":[[0,1,0,8],[2,5,2,6],[2,7,2,8]]}
[null,"ตารางค่าดำเนินการและค่าเสื่อมราคา"]
[null,"ราคาน้ำมันเชื้อเพลิงโซล่า ที่ อำเภอเมือง  15.00 - 39.99  บาท / ลิตร",null,null,null,null,null,null," ( ราคาเครื่องจักร 2548 )"]
[null,"ลำดับ","ลักษณะงาน","หน่วย","ค่าดำเนินการ","ค่าเสื่อมราคา (บาท)",null,"รวมค่างาน  (บาท)"]
[null,null,null,null,"บาท/หน่วย","ปกติ","ฝนชุก","ปกติ","ฝนชุก"]
[1501,1,"งานถางป่าขุดตอ"]
[1502,null,"  ขนาดเบา","ตรม.",0.95,0.16,0.19,1.1000000000000001,1.1399999999999999]
[1503,null,"  ขนาดกลาง","ตรม.",2.15,0.46,0.57999999999999996,2.61,2.73]
[1504,null,"  ขนาดหนัก","ตรม.",3.24,0.66,0.83,3.9,4.07]
[1505,2,"งานดินคันทาง",null,0,0,0,0,0]
[1506,null,"  ขุด - ขน","ลบม.  หลวม",12.61,3.47,4.34,16.079999999999998,16.95]
[1507,null,"  บดทับ","ลบม.  แน่น",21.76,7.92,9.9,29.68,31.66]
[1508,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[1509,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",13.06,2.93,3.66,15.99,16.73]
[1510,null,"         - ตัก","ลบม.  หลวม",4.6399999999999997,1.7,2.13,6.34,6.77]
[1511,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",22.07,3.34,4.18,25.41,26.25]
[1512,null,"         - ดันและตัก","ลบม.  หลวม",26.34,5.04,6.3,31.38,32.64]
[1513,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",39.340000000000003,4.66,5.82,44,45.17]
[1514,null,"         - ดันและตัก","ลบม.  หลวม",42.31,19,23.75,61.31,66.06]
[1515,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[1516,null,"  ขุด - ขน","ลบม.  หลวม",17.96,6.36,7.95,24.33,25.92]
[1517,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",5.4,1.01,1.27,6.41,6.66]
[1518,null,"  บดทับ","ลบม.  แน่น",26.11,9.5,11.88,35.619999999999997,37.99]
[1519,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[1520,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",10.15,1.91,2.38,12.06,12.54]
[1521,null,"  บดทับ","ลบม.  แน่น",30.91,15.33,19.16,46.24,50.07]
[1522,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[1523,null,"  ผสม ( Blend )","ลบม.  แน่น",12.39,2.91,3.64,15.3,16.03]
[1524,null,"  บดทับ","ลบม.  แน่น",38.14,19.100000000000001,23.87,57.24,62.02]
[1525,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",4.18,1.3,1.63,5.48,5.81]
[1526,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[1527,null,"  ลูกรัง 10 ซม.","ตรม.",5.61,1.51,1.89,7.12,7.5]
[1528,null,"  หินคลุก 10 ซม.","ตรม.",6.81,2.4700000000000002,3.09,9.2799999999999994,9.9]
[1529,null,"  ผิว AC 5  ซม.","ตรม.",6.29,1.25,1.56,7.53,7.85]
[1530,9,"งานราดยางไพรม์โค้ต","ตรม.",4.04,0.54,0.68,4.58,4.71]
[1531,10,"งานราดยางแทคโค้ต","ตรม.",3.64,0.77,0.96,4.41,4.5999999999999996]
[1532,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[1533,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",8.9,1.94,2.4300000000000002,10.84,11.32]
[1534,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",12.29,2.68,3.35,14.97,15.64]
[1535,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",18.28,3.99,4.9800000000000004,22.26,23.26]
[1536,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",26.77,5.84,7.3,32.61,34.07]
[1537,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[1538,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.2,0.49,0.61,1.68,1.81]
[1539,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",1.65,0.68,0.84,2.33,2.5]
[1540,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",2.46,1,1.26,3.46,3.71]
[1541,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",3.6,1.47,1.84,5.07,5.44]
[1542,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[1543,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",202.42,16.77,20.97,219.19,223.38]
[1544,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[1545,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[1546,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[1547,null,"     บนผิวไพรม์โค้ต","ตรม.",8.2799999999999994,2.56,3.2,10.84,11.48]
[1548,null,"     บนผิวแทคโค้ต","ตรม.",6.62,2.1,2.63,8.73,9.25]
[1549,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[1550,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[1551,null,"  ค่าผสมคอนกรีต","ลบม.",102.83,34.07,42.59,136.9,145.41999999999999]
[1552,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",7.91,1.52,1.9,9.43,9.81]
[1553,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[1554,null,"  ค่าปูผิวคอนกรีต","ตรม.",6.9,1.92,2.41,8.82,9.3000000000000007]
[1555,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",15.65,2.4500000000000002,3.06,18.100000000000001,18.72]
[1556,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",7.27,2.34,2.92,9.6,10.19]
[1557,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",4.67,0.71,0.88,5.38,5.55]
[1558,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[1559,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",26.69,11.03,13.78,37.71,40.47]
[1560,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",23.35,3.53,4.41,26.88,27.76]
[1561,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",29.36,11.03,13.78,40.380000000000003,43.14]
[1562,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",23.35,3.53,4.41,26.88,27.76]
[1563,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[1564,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",21.44,10.73,13.41,32.17,34.85]
[1565,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",26.8,13.41,16.760000000000002,40.21,43.56]
[1566,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",35.74,17.88,22.34,53.61,58.08]
[1567,17,"งาน Slurry Seal","ตรม.",6.8,1.93,2.41,8.73,9.2100000000000009]
[1568,18,"งาน Fog  Spray","ตรม.",1.51,0.36,0.45,1.88,1.97]
[1569,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[1570,null,"ขุดลึก  3  ซม.","ตรม.",31.25,5.56,6.94,36.81,38.200000000000003]
[1571,null,"ขุดลึก  4  ซม.","ตรม.",42.26,7.06,8.82,49.31,51.08]
[1572,null,"ขุดลึก  5  ซม.","ตรม.",51.04,7.75,9.68,58.79,60.73]
[1573,null,"ขุดลึก  6  ซม.","ตรม.",61.74,8.59,10.74,70.33,72.47]
[1574,20,"งาน Milling",null,0,0,0,0,0]
[1575,null,"ขุดลึก  5  ซม.","ตร.ม.",7.02,1.72,2.15,8.74,9.17]
[1576,null,"ขุดลึก  10  ซม.","ตร.ม.",8.19,2,2.5,10.19,10.69]
[1601,1,"งานถางป่าขุดตอ",null,0,0,0,0,0]
[1602,null,"  ขนาดเบา","ตรม.",0.96,0.16,0.19,1.1100000000000001,1.1499999999999999]
[1603,null,"  ขนาดกลาง","ตรม.",2.1800000000000002,0.46,0.57999999999999996,2.65,2.76]
[1604,null,"  ขนาดหนัก","ตรม.",3.3,0.66,0.83,3.96,4.12]
[1605,2,"งานดินคันทาง",null,0,0,0,0,0]
[1606,null,"  ขุด - ขน","ลบม.  หลวม",12.82,3.47,4.34,16.29,17.16]
[1607,null,"  บดทับ","ลบม.  แน่น",22.21,7.92,9.9,30.13,32.11]
[1608,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[1609,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",13.25,2.93,3.66,16.18,16.91]
[1610,null,"         - ตัก","ลบม.  หลวม",4.72,1.7,2.13,6.42,6.85]
[1611,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",22.46,3.34,4.18,25.8,26.64]
[1612,null,"         - ดันและตัก","ลบม.  หลวม",26.79,5.04,6.3,31.83,33.090000000000003]
[1613,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",39.78,4.66,5.82,44.43,45.6]
[1614,null,"         - ดันและตัก","ลบม.  หลวม",43.26,19,23.75,62.26,67.010000000000005]
[1615,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[1616,null,"  ขุด - ขน","ลบม.  หลวม",18.27,6.36,7.95,24.63,26.22]
[1617,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",5.48,1.01,1.27,6.49,6.74]
[1618,null,"  บดทับ","ลบม.  แน่น",26.65,9.5,11.88,36.159999999999997,38.53]
[1619,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[1620,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",10.31,1.91,2.38,12.21,12.69]
[1621,null,"  บดทับ","ลบม.  แน่น",31.53,15.33,19.16,46.86,50.69]
[1622,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[1623,null,"  ผสม ( Blend )","ลบม.  แน่น",12.54,2.91,3.64,15.45,16.170000000000002]
[1624,null,"  บดทับ","ลบม.  แน่น",38.92,19.100000000000001,23.87,58.02,62.79]
[1625,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",4.26,1.3,1.63,5.56,5.88]
[1626,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[1627,null,"  ลูกรัง 10 ซม.","ตรม.",5.71,1.51,1.89,7.22,7.6]
[1628,null,"  หินคลุก 10 ซม.","ตรม.",6.94,2.4700000000000002,3.09,9.41,10.029999999999999]
[1629,null,"  ผิว AC 5  ซม.","ตรม.",6.39,1.25,1.56,7.63,7.94]
[1630,9,"งานราดยางไพรม์โค้ต","ตรม.",4.17,0.54,0.68,4.71,4.84]
[1631,10,"งานราดยางแทคโค้ต","ตรม.",3.75,0.77,0.96,4.53,4.72]
[1632,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[1633,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",9.16,1.94,2.4300000000000002,11.1,11.58]
[1634,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",12.65,2.68,3.35,15.33,16]
[1635,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",18.809999999999999,3.99,4.9800000000000004,22.8,23.79]
[1636,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",27.55,5.84,7.3,33.39,34.85]
[1637,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[1638,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.21,0.49,0.61,1.7,1.82]
[1639,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",1.68,0.68,0.84,2.35,2.52]
[1640,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",2.4900000000000002,1,1.26,3.5,3.75]
[1641,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",3.65,1.47,1.84,5.12,5.49]
[1642,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[1643,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",213.2,16.77,20.97,229.97,234.17]
[1644,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[1645,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[1646,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[1647,null,"     บนผิวไพรม์โค้ต","ตรม.",8.44,2.56,3.2,11,11.64]
[1648,null,"     บนผิวแทคโค้ต","ตรม.",6.74,2.1,2.63,8.84,9.36]
[1649,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[1650,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[1651,null,"  ค่าผสมคอนกรีต","ลบม.",106.3,34.07,42.59,140.37,148.88]
[1652,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",8.19,1.52,1.9,9.7100000000000009,10.09]
[1653,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[1654,null,"  ค่าปูผิวคอนกรีต","ตรม.",6.95,1.92,2.41,8.8699999999999992,9.35]
[1655,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",15.9,2.4500000000000002,3.06,18.350000000000001,18.96]
[1656,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",7.49,2.34,2.92,9.83,10.41]
[1657,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",4.8099999999999996,0.71,0.88,5.51,5.69]
[1658,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[1659,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",27.09,11.03,13.78,38.119999999999997,40.869999999999997]
[1660,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",24.03,3.53,4.41,27.56,28.44]
[1661,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",29.8,11.03,13.78,40.83,43.58]
[1662,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",24.03,3.53,4.41,27.56,28.44]
[1663,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[1664,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",21.58,10.73,13.41,32.31,34.99]
[1665,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",26.98,13.41,16.760000000000002,40.39,43.74]
[1666,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",35.97,17.88,22.34,53.85,58.32]
[1667,17,"งาน Slurry Seal","ตรม.",6.97,1.93,2.41,8.9,9.39]
[1668,18,"งาน Fog  Spray","ตรม.",1.56,0.36,0.45,1.92,2.0099999999999998]
[1669,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[1670,null,"ขุดลึก  3  ซม.","ตรม.",31.58,5.56,6.94,37.130000000000003,38.520000000000003]
[1671,null,"ขุดลึก  4  ซม.","ตรม.",42.64,7.06,8.82,49.69,51.46]
[1672,null,"ขุดลึก  5  ซม.","ตรม.",51.51,7.75,9.68,59.25,61.19]
[1673,null,"ขุดลึก  6  ซม.","ตรม.",62.3,8.59,10.74,70.89,73.040000000000006]
[1674,20,"งาน Milling",null,0,0,0,0,0]
[1675,null,"ขุดลึก  5  ซม.","ตร.ม.",7.21,1.72,2.15,8.93,9.36]
[1676,null,"ขุดลึก  10  ซม.","ตร.ม.",8.42,2,2.5,10.42,10.92]
[1701,1,"งานถางป่าขุดตอ",null,0,0,0,0,0]
[1702,null,"  ขนาดเบา","ตรม.",0.97,0.16,0.19,1.1299999999999999,1.17]
[1703,null,"  ขนาดกลาง","ตรม.",2.2200000000000002,0.46,0.57999999999999996,2.68,2.8]
[1704,null,"  ขนาดหนัก","ตรม.",3.35,0.66,0.83,4.01,4.17]
[1705,2,"งานดินคันทาง",null,0,0,0,0,0]
[1706,null,"  ขุด - ขน","ลบม.  หลวม",13.04,3.47,4.34,16.510000000000002,17.38]
[1707,null,"  บดทับ","ลบม.  แน่น",22.66,7.92,9.9,30.58,32.56]
[1708,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[1709,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",13.44,2.93,3.66,16.37,17.100000000000001]
[1710,null,"         - ตัก","ลบม.  หลวม",4.8,1.7,2.13,6.5,6.93]
[1711,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",22.85,3.34,4.18,26.19,27.02]
[1712,null,"         - ดันและตัก","ลบม.  หลวม",27.24,5.04,6.3,32.28,33.54]
[1713,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",40.21,4.66,5.82,44.87,46.03]
[1714,null,"         - ดันและตัก","ลบม.  หลวม",44.2,19,23.75,63.2,67.95]
[1715,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[1716,null,"  ขุด - ขน","ลบม.  หลวม",18.57,6.36,7.95,24.93,26.52]
[1717,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",5.56,1.01,1.27,6.57,6.83]
[1718,null,"  บดทับ","ลบม.  แน่น",27.19,9.5,11.88,36.700000000000003,39.07]
[1719,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[1720,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",10.47,1.91,2.38,12.37,12.85]
[1721,null,"  บดทับ","ลบม.  แน่น",32.159999999999997,15.33,19.16,47.48,51.31]
[1722,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[1723,null,"  ผสม ( Blend )","ลบม.  แน่น",12.68,2.91,3.64,15.59,16.32]
[1724,null,"  บดทับ","ลบม.  แน่น",39.700000000000003,19.100000000000001,23.87,58.8,63.57]
[1725,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",4.33,1.3,1.63,5.63,5.96]
[1726,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[1727,null,"  ลูกรัง 10 ซม.","ตรม.",5.81,1.51,1.89,7.32,7.7]
[1728,null,"  หินคลุก 10 ซม.","ตรม.",7.06,2.4700000000000002,3.09,9.5299999999999994,10.15]
[1729,null,"  ผิว AC 5  ซม.","ตรม.",6.48,1.25,1.56,7.73,8.0399999999999991]
[1730,9,"งานราดยางไพรม์โค้ต","ตรม.",4.3,0.54,0.68,4.84,4.97]
[1731,10,"งานราดยางแทคโค้ต","ตรม.",3.87,0.77,0.96,4.6500000000000004,4.84]
[1732,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[1733,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",9.42,1.94,2.4300000000000002,11.36,11.84]
[1734,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",13.01,2.68,3.35,15.69,16.36]
[1735,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",19.350000000000001,3.99,4.9800000000000004,23.33,24.33]
[1736,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",28.33,5.84,7.3,34.17,35.630000000000003]
[1737,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[1738,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.23,0.49,0.61,1.72,1.84]
[1739,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",1.7,0.68,0.84,2.38,2.5499999999999998]
[1740,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",2.5299999999999998,1,1.26,3.53,3.79]
[1741,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",3.7,1.47,1.84,5.18,5.54]
[1742,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[1743,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",223.99,16.77,20.97,240.76,244.95]
[1744,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[1745,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[1746,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[1747,null,"     บนผิวไพรม์โค้ต","ตรม.",8.61,2.56,3.2,11.17,11.81]
[1748,null,"     บนผิวแทคโค้ต","ตรม.",6.85,2.1,2.63,8.9499999999999993,9.4700000000000006]
[1749,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[1750,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[1751,null,"  ค่าผสมคอนกรีต","ลบม.",109.76,34.07,42.59,143.83000000000001,152.35]
[1752,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",8.4700000000000006,1.52,1.9,9.98,10.36]
[1753,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[1754,null,"  ค่าปูผิวคอนกรีต","ตรม.",6.99,1.92,2.41,8.92,9.4]
[1755,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",16.14,2.4500000000000002,3.06,18.59,19.21]
[1756,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",7.71,2.34,2.92,10.050000000000001,10.64]
[1757,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",4.9400000000000004,0.71,0.88,5.65,5.82]
[1758,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[1759,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",27.49,11.03,13.78,38.520000000000003,41.28]
[1760,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",24.71,3.53,4.41,28.24,29.12]
[1761,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",30.24,11.03,13.78,41.27,44.03]
[1762,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",24.71,3.53,4.41,28.24,29.12]
[1763,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[1764,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",21.73,10.73,13.41,32.450000000000003,35.130000000000003]
[1765,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",27.16,13.41,16.760000000000002,40.56,43.91]
[1766,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",36.21,17.88,22.34,54.08,58.55]
[1767,17,"งาน Slurry Seal","ตรม.",7.14,1.93,2.41,9.08,9.56]
[1768,18,"งาน Fog  Spray","ตรม.",1.6,0.36,0.45,1.97,2.06]
[1769,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[1770,null,"ขุดลึก  3  ซม.","ตรม.",31.9,5.56,6.94,37.46,38.840000000000003]
[1771,null,"ขุดลึก  4  ซม.","ตรม.",43.02,7.06,8.82,50.08,51.84]
[1772,null,"ขุดลึก  5  ซม.","ตรม.",51.97,7.75,9.68,59.72,61.66]
[1773,null,"ขุดลึก  6  ซม.","ตรม.",62.87,8.59,10.74,71.459999999999994,73.61]
[1774,20,"งาน Milling",null,0,0,0,0,0]
[1775,null,"ขุดลึก  5  ซม.","ตร.ม.",7.41,1.72,2.15,9.1199999999999992,9.5500000000000007]
[1776,null,"ขุดลึก  10  ซม.","ตร.ม.",8.64,2,2.5,10.65,11.15]
[1801,1,"งานถางป่าขุดตอ",null,0,0,0,0,0]
[1802,null,"  ขนาดเบา","ตรม.",0.98,0.16,0.19,1.1399999999999999,1.18]
[1803,null,"  ขนาดกลาง","ตรม.",2.25,0.46,0.57999999999999996,2.71,2.83]
[1804,null,"  ขนาดหนัก","ตรม.",3.4,0.66,0.83,4.0599999999999996,4.2300000000000004]
[1805,2,"งานดินคันทาง",null,0,0,0,0,0]
[1806,null,"  ขุด - ขน","ลบม.  หลวม",13.25,3.47,4.34,16.72,17.59]
[1807,null,"  บดทับ","ลบม.  แน่น",23.11,7.92,9.9,31.03,33.01]
[1808,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[1809,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",13.62,2.93,3.66,16.559999999999999,17.29]
[1810,null,"         - ตัก","ลบม.  หลวม",4.88,1.7,2.13,6.58,7.01]
[1811,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",23.23,3.34,4.18,26.57,27.41]
[1812,null,"         - ดันและตัก","ลบม.  หลวม",27.69,5.04,6.3,32.729999999999997,33.99]
[1813,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",40.64,4.66,5.82,45.3,46.46]
[1814,null,"         - ดันและตัก","ลบม.  หลวม",45.15,19,23.75,64.150000000000006,68.900000000000006]
[1815,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[1816,null,"  ขุด - ขน","ลบม.  หลวม",18.87,6.36,7.95,25.24,26.83]
[1817,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",5.64,1.01,1.27,6.66,6.91]
[1818,null,"  บดทับ","ลบม.  แน่น",27.74,9.5,11.88,37.24,39.61]
[1819,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[1820,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",10.62,1.91,2.38,12.53,13]
[1821,null,"  บดทับ","ลบม.  แน่น",32.78,15.33,19.16,48.11,51.94]
[1822,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[1823,null,"  ผสม ( Blend )","ลบม.  แน่น",12.82,2.91,3.64,15.73,16.46]
[1824,null,"  บดทับ","ลบม.  แน่น",40.47,19.100000000000001,23.87,59.57,64.349999999999994]
[1825,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",4.41,1.3,1.63,5.71,6.04]
[1826,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[1827,null,"  ลูกรัง 10 ซม.","ตรม.",5.91,1.51,1.89,7.42,7.8]
[1828,null,"  หินคลุก 10 ซม.","ตรม.",7.18,2.4700000000000002,3.09,9.66,10.27]
[1829,null,"  ผิว AC 5  ซม.","ตรม.",6.58,1.25,1.56,7.83,8.14]
[1830,9,"งานราดยางไพรม์โค้ต","ตรม.",4.42,0.54,0.68,4.96,5.0999999999999996]
[1831,10,"งานราดยางแทคโค้ต","ตรม.",3.99,0.77,0.96,4.7699999999999996,4.96]
[1832,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[1833,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",9.68,1.94,2.4300000000000002,11.62,12.1]
[1834,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",13.37,2.68,3.35,16.05,16.72]
[1835,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",19.88,3.99,4.9800000000000004,23.87,24.86]
[1836,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",29.12,5.84,7.3,34.950000000000003,36.409999999999997]
[1837,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[1838,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.25,0.49,0.61,1.74,1.86]
[1839,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",1.73,0.68,0.84,2.4,2.57]
[1840,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",2.57,1,1.26,3.57,3.82]
[1841,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",3.76,1.47,1.84,5.23,5.6]
[1842,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[1843,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",234.77,16.77,20.97,251.54,255.73]
[1844,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[1845,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[1846,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[1847,null,"     บนผิวไพรม์โค้ต","ตรม.",8.77,2.56,3.2,11.33,11.97]
[1848,null,"     บนผิวแทคโค้ต","ตรม.",6.96,2.1,2.63,9.06,9.58]
[1849,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[1850,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[1851,null,"  ค่าผสมคอนกรีต","ลบม.",113.22,34.07,42.59,147.30000000000001,155.81]
[1852,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",8.74,1.52,1.9,10.26,10.64]
[1853,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[1854,null,"  ค่าปูผิวคอนกรีต","ตรม.",7.04,1.92,2.41,8.9700000000000006,9.4499999999999993]
[1855,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",16.39,2.4500000000000002,3.06,18.84,19.45]
[1856,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",7.94,2.34,2.92,10.28,10.86]
[1857,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",5.08,0.71,0.88,5.78,5.96]
[1858,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[1859,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",27.9,11.03,13.78,38.92,41.68]
[1860,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",25.38,3.53,4.41,28.91,29.79]
[1861,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",30.69,11.03,13.78,41.71,44.47]
[1862,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",25.38,3.53,4.41,28.91,29.79]
[1863,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[1864,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",21.87,10.73,13.41,32.590000000000003,35.270000000000003]
[1865,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",27.33,13.41,16.760000000000002,40.74,44.09]
[1866,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",36.450000000000003,17.88,22.34,54.32,58.79]
[1867,17,"งาน Slurry Seal","ตรม.",7.32,1.93,2.41,9.25,9.73]
[1868,18,"งาน Fog  Spray","ตรม.",1.65,0.36,0.45,2.0099999999999998,2.1]
[1869,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[1870,null,"ขุดลึก  3  ซม.","ตรม.",32.22,5.56,6.94,37.78,39.17]
[1871,null,"ขุดลึก  4  ซม.","ตรม.",43.4,7.06,8.82,50.46,52.22]
[1872,null,"ขุดลึก  5  ซม.","ตรม.",52.44,7.75,9.68,60.19,62.12]
[1873,null,"ขุดลึก  6  ซม.","ตรม.",63.44,8.59,10.74,72.03,74.180000000000007]
[1874,20,"งาน Milling",null,0,0,0,0,0]
[1875,null,"ขุดลึก  5  ซม.","ตร.ม.",7.6,1.72,2.15,9.32,9.75]
[1876,null,"ขุดลึก  10  ซม.","ตร.ม.",8.8699999999999992,2,2.5,10.87,11.37]
[1901,1,"งานถางป่าขุดตอ",null,0,0,0,0,0]
[1902,null,"  ขนาดเบา","ตรม.",1,0.16,0.19,1.1499999999999999,1.19]
[1903,null,"  ขนาดกลาง","ตรม.",2.2799999999999998,0.46,0.57999999999999996,2.74,2.86]
[1904,null,"  ขนาดหนัก","ตรม.",3.45,0.66,0.83,4.1100000000000003,4.28]
[1905,2,"งานดินคันทาง",null,0,0,0,0,0]
[1906,null,"  ขุด - ขน","ลบม.  หลวม",13.47,3.47,4.34,16.940000000000001,17.809999999999999]
[1907,null,"  บดทับ","ลบม.  แน่น",23.56,7.92,9.9,31.48,33.46]
[1908,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[1909,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",13.81,2.93,3.66,16.739999999999998,17.48]
[1910,null,"         - ตัก","ลบม.  หลวม",4.96,1.7,2.13,6.67,7.09]
[1911,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",23.62,3.34,4.18,26.96,27.79]
[1912,null,"         - ดันและตัก","ลบม.  หลวม",28.14,5.04,6.3,33.18,34.43]
[1913,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",41.07,4.66,5.82,45.73,46.9]
[1914,null,"         - ดันและตัก","ลบม.  หลวม",46.1,19,23.75,65.099999999999994,69.849999999999994]
[1915,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[1916,null,"  ขุด - ขน","ลบม.  หลวม",19.18,6.36,7.95,25.54,27.13]
[1917,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",5.73,1.01,1.27,6.74,6.99]
[1918,null,"  บดทับ","ลบม.  แน่น",28.28,9.5,11.88,37.78,40.15]
[1919,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[1920,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",10.78,1.91,2.38,12.68,13.16]
[1921,null,"  บดทับ","ลบม.  แน่น",33.4,15.33,19.16,48.73,52.56]
[1922,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[1923,null,"  ผสม ( Blend )","ลบม.  แน่น",12.96,2.91,3.64,15.87,16.600000000000001]
[1924,null,"  บดทับ","ลบม.  แน่น",41.25,19.100000000000001,23.87,60.35,65.13]
[1925,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",4.49,1.3,1.63,5.79,6.11]
[1926,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[1927,null,"  ลูกรัง 10 ซม.","ตรม.",6.01,1.51,1.89,7.52,7.9]
[1928,null,"  หินคลุก 10 ซม.","ตรม.",7.31,2.4700000000000002,3.09,9.7799999999999994,10.4]
[1929,null,"  ผิว AC 5  ซม.","ตรม.",6.68,1.25,1.56,7.93,8.24]
[1930,9,"งานราดยางไพรม์โค้ต","ตรม.",4.55,0.54,0.68,5.09,5.23]
[1931,10,"งานราดยางแทคโค้ต","ตรม.",4.1100000000000003,0.77,0.96,4.88,5.08]
[1932,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[1933,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",9.94,1.94,2.4300000000000002,11.88,12.36]
[1934,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",13.73,2.68,3.35,16.41,17.079999999999998]
[1935,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",20.41,3.99,4.9800000000000004,24.4,25.4]
[1936,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",29.9,5.84,7.3,35.74,37.200000000000003]
[1937,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[1938,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.27,0.49,0.61,1.76,1.88]
[1939,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",1.75,0.68,0.84,2.4300000000000002,2.6]
[1940,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",2.6,1,1.26,3.61,3.86]
[1941,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",3.81,1.47,1.84,5.29,5.65]
[1942,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[1943,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",245.55,16.77,20.97,262.32,266.52]
[1944,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[1945,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[1946,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[1947,null,"     บนผิวไพรม์โค้ต","ตรม.",8.94,2.56,3.2,11.5,12.14]
[1948,null,"     บนผิวแทคโค้ต","ตรม.",7.07,2.1,2.63,9.17,9.69]
[1949,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[1950,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[1951,null,"  ค่าผสมคอนกรีต","ลบม.",116.69,34.07,42.59,150.76,159.28]
[1952,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",9.02,1.52,1.9,10.54,10.92]
[1953,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[1954,null,"  ค่าปูผิวคอนกรีต","ตรม.",7.09,1.92,2.41,9.01,9.5]
[1955,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",16.63,2.4500000000000002,3.06,19.079999999999998,19.690000000000001]
[1956,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",8.16,2.34,2.92,10.5,11.08]
[1957,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",5.21,0.71,0.88,5.92,6.09]
[1958,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[1959,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",28.3,11.03,13.78,39.32,42.08]
[1960,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",26.06,3.53,4.41,29.59,30.47]
[1961,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",31.13,11.03,13.78,42.15,44.91]
[1962,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",26.06,3.53,4.41,29.59,30.47]
[1963,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[1964,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",22.01,10.73,13.41,32.729999999999997,35.42]
[1965,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",27.51,13.41,16.760000000000002,40.92,44.27]
[1966,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",36.68,17.88,22.34,54.56,59.03]
[1967,17,"งาน Slurry Seal","ตรม.",7.49,1.93,2.41,9.42,9.9]
[1968,18,"งาน Fog  Spray","ตรม.",1.69,0.36,0.45,2.0499999999999998,2.14]
[1969,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[1970,null,"ขุดลึก  3  ซม.","ตรม.",32.549999999999997,5.56,6.94,38.1,39.49]
[1971,null,"ขุดลึก  4  ซม.","ตรม.",43.78,7.06,8.82,50.84,52.6]
[1972,null,"ขุดลึก  5  ซม.","ตรม.",52.91,7.75,9.68,60.65,62.59]
[1973,null,"ขุดลึก  6  ซม.","ตรม.",64.010000000000005,8.59,10.74,72.599999999999994,74.75]
[1974,20,"งาน Milling",null,0,0,0,0,0]
[1975,null,"ขุดลึก  5  ซม.","ตร.ม.",7.8,1.72,2.15,9.51,9.94]
[1976,null,"ขุดลึก  10  ซม.","ตร.ม.",9.09,2,2.5,11.1,11.6]
[2001,1,"งานถางป่าขุดตอ",null,0,0,0,0,0]
[2002,null,"  ขนาดเบา","ตรม.",1.01,0.16,0.19,1.1599999999999999,1.2]
[2003,null,"  ขนาดกลาง","ตรม.",2.31,0.46,0.57999999999999996,2.78,2.89]
[2004,null,"  ขนาดหนัก","ตรม.",3.5,0.66,0.83,4.17,4.33]
[2005,2,"งานดินคันทาง",null,0,0,0,0,0]
[2006,null,"  ขุด - ขน","ลบม.  หลวม",13.68,3.47,4.34,17.16,18.02]
[2007,null,"  บดทับ","ลบม.  แน่น",24.01,7.92,9.9,31.93,33.909999999999997]
[2008,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[2009,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",14,2.93,3.66,16.93,17.66]
[2010,null,"         - ตัก","ลบม.  หลวม",5.05,1.7,2.13,6.75,7.17]
[2011,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",24.01,3.34,4.18,27.35,28.18]
[2012,null,"         - ดันและตัก","ลบม.  หลวม",28.59,5.04,6.3,33.619999999999997,34.880000000000003]
[2013,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",41.51,4.66,5.82,46.16,47.33]
[2014,null,"         - ดันและตัก","ลบม.  หลวม",47.05,19,23.75,66.05,70.8]
[2015,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[2016,null,"  ขุด - ขน","ลบม.  หลวม",19.48,6.36,7.95,25.85,27.44]
[2017,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",5.81,1.01,1.27,6.82,7.08]
[2018,null,"  บดทับ","ลบม.  แน่น",28.82,9.5,11.88,38.32,40.700000000000003]
[2019,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[2020,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",10.93,1.91,2.38,12.84,13.31]
[2021,null,"  บดทับ","ลบม.  แน่น",34.03,15.33,19.16,49.35,53.18]
[2022,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[2023,null,"  ผสม ( Blend )","ลบม.  แน่น",13.11,2.91,3.64,16.02,16.739999999999998]
[2024,null,"  บดทับ","ลบม.  แน่น",42.03,19.100000000000001,23.87,61.13,65.900000000000006]
[2025,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",4.5599999999999996,1.3,1.63,5.86,6.19]
[2026,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[2027,null,"  ลูกรัง 10 ซม.","ตรม.",6.11,1.51,1.89,7.62,8]
[2028,null,"  หินคลุก 10 ซม.","ตรม.",7.43,2.4700000000000002,3.09,9.9,10.52]
[2029,null,"  ผิว AC 5  ซม.","ตรม.",6.78,1.25,1.56,8.02,8.33]
[2030,9,"งานราดยางไพรม์โค้ต","ตรม.",4.68,0.54,0.68,5.22,5.36]
[2031,10,"งานราดยางแทคโค้ต","ตรม.",4.2300000000000004,0.77,0.96,5,5.2]
[2032,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[2033,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",10.199999999999999,1.94,2.4300000000000002,12.14,12.62]
[2034,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",14.09,2.68,3.35,16.77,17.440000000000001]
[2035,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",20.95,3.99,4.9800000000000004,24.93,25.93]
[2036,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",30.68,5.84,7.3,36.520000000000003,37.979999999999997]
[2037,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[2038,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.29,0.49,0.61,1.77,1.9]
[2039,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",1.78,0.68,0.84,2.4500000000000002,2.62]
[2040,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",2.64,1,1.26,3.65,3.9]
[2041,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",3.87,1.47,1.84,5.34,5.71]
[2042,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[2043,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",256.33999999999997,16.77,20.97,273.11,277.3]
[2044,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[2045,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[2046,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[2047,null,"     บนผิวไพรม์โค้ต","ตรม.",9.11,2.56,3.2,11.66,12.3]
[2048,null,"     บนผิวแทคโค้ต","ตรม.",7.18,2.1,2.63,9.2799999999999994,9.8000000000000007]
[2049,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[2050,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[2051,null,"  ค่าผสมคอนกรีต","ลบม.",120.15,34.07,42.59,154.22999999999999,162.74]
[2052,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",9.2899999999999991,1.52,1.9,10.81,11.19]
[2053,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[2054,null,"  ค่าปูผิวคอนกรีต","ตรม.",7.14,1.92,2.41,9.06,9.5399999999999991]
[2055,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",16.87,2.4500000000000002,3.06,19.329999999999998,19.940000000000001]
[2056,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",8.39,2.34,2.92,10.72,11.31]
[2057,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",5.35,0.71,0.88,6.05,6.23]
[2058,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[2059,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",28.7,11.03,13.78,39.729999999999997,42.48]
[2060,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",26.74,3.53,4.41,30.26,31.15]
[2061,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",31.57,11.03,13.78,42.6,45.35]
[2062,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",26.74,3.53,4.41,30.26,31.15]
[2063,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[2064,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",22.15,10.73,13.41,32.880000000000003,35.56]
[2065,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",27.69,13.41,16.760000000000002,41.1,44.45]
[2066,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",36.92,17.88,22.34,54.79,59.26]
[2067,17,"งาน Slurry Seal","ตรม.",7.66,1.93,2.41,9.59,10.08]
[2068,18,"งาน Fog  Spray","ตรม.",1.73,0.36,0.45,2.1,2.19]
[2069,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[2070,null,"ขุดลึก  3  ซม.","ตรม.",32.869999999999997,5.56,6.94,38.43,39.81]
[2071,null,"ขุดลึก  4  ซม.","ตรม.",44.17,7.06,8.82,51.22,52.99]
[2072,null,"ขุดลึก  5  ซม.","ตรม.",53.37,7.75,9.68,61.12,63.06]
[2073,null,"ขุดลึก  6  ซม.","ตรม.",64.58,8.59,10.74,73.17,75.319999999999993]
[2074,20,"งาน Milling",null,0,0,0,0,0]
[2075,null,"ขุดลึก  5  ซม.","ตร.ม.",7.99,1.72,2.15,9.7100000000000009,10.14]
[2076,null,"ขุดลึก  10  ซม.","ตร.ม.",9.32,2,2.5,11.32,11.82]
[2101,1,"งานถางป่าขุดตอ",null,0,0,0,0,0]
[2102,null,"  ขนาดเบา","ตรม.",1.02,0.16,0.19,1.18,1.22]
[2103,null,"  ขนาดกลาง","ตรม.",2.35,0.46,0.57999999999999996,2.81,2.92]
[2104,null,"  ขนาดหนัก","ตรม.",3.56,0.66,0.83,4.22,4.38]
[2105,2,"งานดินคันทาง",null,0,0,0,0,0]
[2106,null,"  ขุด - ขน","ลบม.  หลวม",13.9,3.47,4.34,17.37,18.239999999999998]
[2107,null,"  บดทับ","ลบม.  แน่น",24.47,7.92,9.9,32.380000000000003,34.36]
[2108,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[2109,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",14.19,2.93,3.66,17.12,17.850000000000001]
[2110,null,"         - ตัก","ลบม.  หลวม",5.13,1.7,2.13,6.83,7.25]
[2111,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",24.39,3.34,4.18,27.73,28.57]
[2112,null,"         - ดันและตัก","ลบม.  หลวม",29.03,5.04,6.3,34.07,35.33]
[2113,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",41.94,4.66,5.82,46.6,47.76]
[2114,null,"         - ดันและตัก","ลบม.  หลวม",48,19,23.75,67,71.75]
[2115,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[2116,null,"  ขุด - ขน","ลบม.  หลวม",19.79,6.36,7.95,26.15,27.74]
[2117,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",5.89,1.01,1.27,6.91,7.16]
[2118,null,"  บดทับ","ลบม.  แน่น",29.36,9.5,11.88,38.86,41.24]
[2119,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[2120,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",11.09,1.91,2.38,12.99,13.47]
[2121,null,"  บดทับ","ลบม.  แน่น",34.65,15.33,19.16,49.98,53.81]
[2122,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[2123,null,"  ผสม ( Blend )","ลบม.  แน่น",13.25,2.91,3.64,16.16,16.89]
[2124,null,"  บดทับ","ลบม.  แน่น",42.81,19.100000000000001,23.87,61.9,66.680000000000007]
[2125,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",4.6399999999999997,1.3,1.63,5.94,6.27]
[2126,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[2127,null,"  ลูกรัง 10 ซม.","ตรม.",6.21,1.51,1.89,7.72,8.1]
[2128,null,"  หินคลุก 10 ซม.","ตรม.",7.55,2.4700000000000002,3.09,10.029999999999999,10.64]
[2129,null,"  ผิว AC 5  ซม.","ตรม.",6.88,1.25,1.56,8.1199999999999992,8.43]
[2130,9,"งานราดยางไพรม์โค้ต","ตรม.",4.8099999999999996,0.54,0.68,5.35,5.49]
[2131,10,"งานราดยางแทคโค้ต","ตรม.",4.3499999999999996,0.77,0.96,5.12,5.32]
[2132,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[2133,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",10.46,1.94,2.4300000000000002,12.4,12.88]
[2134,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",14.45,2.68,3.35,17.13,17.8]
[2135,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",21.48,3.99,4.9800000000000004,25.47,26.47]
[2136,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",31.46,5.84,7.3,37.299999999999997,38.76]
[2137,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[2138,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.3,0.49,0.61,1.79,1.91]
[2139,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",1.8,0.68,0.84,2.48,2.65]
[2140,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",2.68,1,1.26,3.68,3.93]
[2141,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",3.92,1.47,1.84,5.39,5.76]
[2142,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[2143,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",267.12,16.77,20.97,283.89,288.08]
[2144,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[2145,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[2146,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[2147,null,"     บนผิวไพรม์โค้ต","ตรม.",9.27,2.56,3.2,11.83,12.47]
[2148,null,"     บนผิวแทคโค้ต","ตรม.",7.29,2.1,2.63,9.39,9.91]
[2149,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[2150,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[2151,null,"  ค่าผสมคอนกรีต","ลบม.",123.62,34.07,42.59,157.69,166.21]
[2152,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",9.57,1.52,1.9,11.09,11.47]
[2153,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[2154,null,"  ค่าปูผิวคอนกรีต","ตรม.",7.19,1.92,2.41,9.11,9.59]
[2155,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",17.12,2.4500000000000002,3.06,19.57,20.18]
[2156,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",8.61,2.34,2.92,10.95,11.53]
[2157,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",5.48,0.71,0.88,6.19,6.36]
[2158,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[2159,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",29.1,11.03,13.78,40.130000000000003,42.89]
[2160,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",27.41,3.53,4.41,30.94,31.82]
[2161,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",32.020000000000003,11.03,13.78,43.04,45.8]
[2162,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",27.41,3.53,4.41,30.94,31.82]
[2163,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[2164,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",22.29,10.73,13.41,33.020000000000003,35.700000000000003]
[2165,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",27.87,13.41,16.760000000000002,41.27,44.62]
[2166,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",37.15,17.88,22.34,55.03,59.5]
[2167,17,"งาน Slurry Seal","ตรม.",7.83,1.93,2.41,9.77,10.25]
[2168,18,"งาน Fog  Spray","ตรม.",1.78,0.36,0.45,2.14,2.23]
[2169,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[2170,null,"ขุดลึก  3  ซม.","ตรม.",33.19,5.56,6.94,38.75,40.14]
[2171,null,"ขุดลึก  4  ซม.","ตรม.",44.55,7.06,8.82,51.6,53.37]
[2172,null,"ขุดลึก  5  ซม.","ตรม.",53.84,7.75,9.68,61.59,63.52]
[2173,null,"ขุดลึก  6  ซม.","ตรม.",65.150000000000006,8.59,10.74,73.739999999999995,75.88]
[2174,20,"งาน Milling",null,0,0,0,0,0]
[2175,null,"ขุดลึก  5  ซม.","ตร.ม.",8.18,1.72,2.15,9.9,10.33]
[2176,null,"ขุดลึก  10  ซม.","ตร.ม.",9.5500000000000007,2,2.5,11.55,12.05]
[2201,1,"งานถางป่าขุดตอ",null,0,0,0,0,0]
[2202,null,"  ขนาดเบา","ตรม.",1.03,0.16,0.19,1.19,1.23]
[2203,null,"  ขนาดกลาง","ตรม.",2.38,0.46,0.57999999999999996,2.84,2.96]
[2204,null,"  ขนาดหนัก","ตรม.",3.61,0.66,0.83,4.2699999999999996,4.4400000000000004]
[2205,2,"งานดินคันทาง",null,0,0,0,0,0]
[2206,null,"  ขุด - ขน","ลบม.  หลวม",14.11,3.47,4.34,17.59,18.45]
[2207,null,"  บดทับ","ลบม.  แน่น",24.92,7.92,9.9,32.840000000000003,34.81]
[2208,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[2209,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",14.38,2.93,3.66,17.309999999999999,18.04]
[2210,null,"         - ตัก","ลบม.  หลวม",5.21,1.7,2.13,6.91,7.34]
[2211,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",24.78,3.34,4.18,28.12,28.95]
[2212,null,"         - ดันและตัก","ลบม.  หลวม",29.48,5.04,6.3,34.520000000000003,35.78]
[2213,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",42.37,4.66,5.82,47.03,48.19]
[2214,null,"         - ดันและตัก","ลบม.  หลวม",48.94,19,23.75,67.94,72.69]
[2215,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[2216,null,"  ขุด - ขน","ลบม.  หลวม",20.09,6.36,7.95,26.45,28.04]
[2217,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",5.98,1.01,1.27,6.99,7.24]
[2218,null,"  บดทับ","ลบม.  แน่น",29.9,9.5,11.88,39.4,41.78]
[2219,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[2220,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",11.24,1.91,2.38,13.15,13.63]
[2221,null,"  บดทับ","ลบม.  แน่น",35.270000000000003,15.33,19.16,50.6,54.43]
[2222,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[2223,null,"  ผสม ( Blend )","ลบม.  แน่น",13.39,2.91,3.64,16.3,17.03]
[2224,null,"  บดทับ","ลบม.  แน่น",43.58,19.100000000000001,23.87,62.68,67.459999999999994]
[2225,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",4.72,1.3,1.63,6.02,6.34]
[2226,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[2227,null,"  ลูกรัง 10 ซม.","ตรม.",6.31,1.51,1.89,7.82,8.1999999999999993]
[2228,null,"  หินคลุก 10 ซม.","ตรม.",7.68,2.4700000000000002,3.09,10.15,10.77]
[2229,null,"  ผิว AC 5  ซม.","ตรม.",6.97,1.25,1.56,8.2200000000000006,8.5299999999999994]
[2230,9,"งานราดยางไพรม์โค้ต","ตรม.",4.9400000000000004,0.54,0.68,5.48,5.62]
[2231,10,"งานราดยางแทคโค้ต","ตรม.",4.47,0.77,0.96,5.24,5.44]
[2232,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[2233,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",10.72,1.94,2.4300000000000002,12.66,13.14]
[2234,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",14.81,2.68,3.35,17.489999999999998,18.16]
[2235,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",22.02,3.99,4.9800000000000004,26,27]
[2236,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",32.25,5.84,7.3,38.08,39.54]
[2237,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[2238,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.32,0.49,0.61,1.81,1.93]
[2239,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",1.83,0.68,0.84,2.5,2.67]
[2240,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",2.71,1,1.26,3.72,3.97]
[2241,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",3.98,1.47,1.84,5.45,5.82]
[2242,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[2243,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",277.89999999999998,16.77,20.97,294.68,298.87]
[2244,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[2245,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[2246,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[2247,null,"     บนผิวไพรม์โค้ต","ตรม.",9.44,2.56,3.2,11.99,12.63]
[2248,null,"     บนผิวแทคโค้ต","ตรม.",7.4,2.1,2.63,9.5,10.02]
[2249,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[2250,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[2251,null,"  ค่าผสมคอนกรีต","ลบม.",127.08,34.07,42.59,161.16,169.67]
[2252,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",9.85,1.52,1.9,11.36,11.74]
[2253,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[2254,null,"  ค่าปูผิวคอนกรีต","ตรม.",7.23,1.92,2.41,9.16,9.64]
[2255,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",17.36,2.4500000000000002,3.06,19.809999999999999,20.43]
[2256,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",8.84,2.34,2.92,11.17,11.76]
[2257,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",5.62,0.71,0.88,6.32,6.5]
[2258,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[2259,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",29.51,11.03,13.78,40.53,43.29]
[2260,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",28.09,3.53,4.41,31.62,32.5]
[2261,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",32.46,11.03,13.78,43.48,46.24]
[2262,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",28.09,3.53,4.41,31.62,32.5]
[2263,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[2264,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",22.43,10.73,13.41,33.159999999999997,35.840000000000003]
[2265,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",28.04,13.41,16.760000000000002,41.45,44.8]
[2266,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",37.39,17.88,22.34,55.27,59.74]
[2267,17,"งาน Slurry Seal","ตรม.",8.01,1.93,2.41,9.94,10.42]
[2268,18,"งาน Fog  Spray","ตรม.",1.82,0.36,0.45,2.1800000000000002,2.2799999999999998]
[2269,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[2270,null,"ขุดลึก  3  ซม.","ตรม.",33.520000000000003,5.56,6.94,39.07,40.46]
[2271,null,"ขุดลึก  4  ซม.","ตรม.",44.93,7.06,8.82,51.99,53.75]
[2272,null,"ขุดลึก  5  ซม.","ตรม.",54.3,7.75,9.68,62.05,63.99]
[2273,null,"ขุดลึก  6  ซม.","ตรม.",65.72,8.59,10.74,74.31,76.45]
[2274,20,"งาน Milling",null,0,0,0,0,0]
[2275,null,"ขุดลึก  5  ซม.","ตร.ม.",8.3800000000000008,1.72,2.15,10.09,10.52]
[2276,null,"ขุดลึก  10  ซม.","ตร.ม.",9.77,2,2.5,11.78,12.28]
[2301,1,"งานถางป่าขุดตอ",null,0,0,0,0,0]
[2302,null,"  ขนาดเบา","ตรม.",1.05,0.16,0.19,1.2,1.24]
[2303,null,"  ขนาดกลาง","ตรม.",2.41,0.46,0.57999999999999996,2.87,2.99]
[2304,null,"  ขนาดหนัก","ตรม.",3.66,0.66,0.83,4.32,4.49]
[2305,2,"งานดินคันทาง",null,0,0,0,0,0]
[2306,null,"  ขุด - ขน","ลบม.  หลวม",14.33,3.47,4.34,17.8,18.670000000000002]
[2307,null,"  บดทับ","ลบม.  แน่น",25.37,7.92,9.9,33.29,35.270000000000003]
[2308,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[2309,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",14.56,2.93,3.66,17.5,18.23]
[2310,null,"         - ตัก","ลบม.  หลวม",5.29,1.7,2.13,6.99,7.42]
[2311,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",25.16,3.34,4.18,28.51,29.34]
[2312,null,"         - ดันและตัก","ลบม.  หลวม",29.93,5.04,6.3,34.97,36.229999999999997]
[2313,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",42.8,4.66,5.82,47.46,48.63]
[2314,null,"         - ดันและตัก","ลบม.  หลวม",49.89,19,23.75,68.89,73.64]
[2315,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[2316,null,"  ขุด - ขน","ลบม.  หลวม",20.39,6.36,7.95,26.76,28.35]
[2317,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",6.06,1.01,1.27,7.07,7.32]
[2318,null,"  บดทับ","ลบม.  แน่น",30.44,9.5,11.88,39.94,42.32]
[2319,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[2320,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",11.4,1.91,2.38,13.31,13.78]
[2321,null,"  บดทับ","ลบม.  แน่น",35.9,15.33,19.16,51.22,55.05]
[2322,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[2323,null,"  ผสม ( Blend )","ลบม.  แน่น",13.54,2.91,3.64,16.45,17.170000000000002]
[2324,null,"  บดทับ","ลบม.  แน่น",44.36,19.100000000000001,23.87,63.46,68.23]
[2325,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",4.79,1.3,1.63,6.09,6.42]
[2326,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[2327,null,"  ลูกรัง 10 ซม.","ตรม.",6.41,1.51,1.89,7.92,8.3000000000000007]
[2328,null,"  หินคลุก 10 ซม.","ตรม.",7.8,2.4700000000000002,3.09,10.27,10.89]
[2329,null,"  ผิว AC 5  ซม.","ตรม.",7.07,1.25,1.56,8.32,8.6300000000000008]
[2330,9,"งานราดยางไพรม์โค้ต","ตรม.",5.07,0.54,0.68,5.61,5.74]
[2331,10,"งานราดยางแทคโค้ต","ตรม.",4.59,0.77,0.96,5.36,5.56]
[2332,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[2333,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",10.98,1.94,2.4300000000000002,12.92,13.4]
[2334,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",15.17,2.68,3.35,17.850000000000001,18.52]
[2335,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",22.55,3.99,4.9800000000000004,26.54,27.53]
[2336,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",33.03,5.84,7.3,38.869999999999997,40.33]
[2337,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[2338,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.34,0.49,0.61,1.83,1.95]
[2339,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",1.85,0.68,0.84,2.5299999999999998,2.7]
[2340,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",2.75,1,1.26,3.76,4.01]
[2341,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",4.03,1.47,1.84,5.5,5.87]
[2342,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[2343,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",288.69,16.77,20.97,305.45999999999998,309.64999999999998]
[2344,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[2345,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[2346,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[2347,null,"     บนผิวไพรม์โค้ต","ตรม.",9.6,2.56,3.2,12.16,12.8]
[2348,null,"     บนผิวแทคโค้ต","ตรม.",7.51,2.1,2.63,9.61,10.130000000000001]
[2349,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[2350,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[2351,null,"  ค่าผสมคอนกรีต","ลบม.",130.55000000000001,34.07,42.59,164.62,173.14]
[2352,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",10.119999999999999,1.52,1.9,11.64,12.02]
[2353,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[2354,null,"  ค่าปูผิวคอนกรีต","ตรม.",7.28,1.92,2.41,9.2100000000000009,9.69]
[2355,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",17.61,2.4500000000000002,3.06,20.059999999999999,20.67]
[2356,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",9.06,2.34,2.92,11.4,11.98]
[2357,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",5.75,0.71,0.88,6.46,6.63]
[2358,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[2359,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",29.91,11.03,13.78,40.93,43.69]
[2360,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",28.76,3.53,4.41,32.29,33.17]
[2361,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",32.9,11.03,13.78,43.93,46.68]
[2362,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",28.76,3.53,4.41,32.29,33.17]
[2363,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[2364,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",22.58,10.73,13.41,33.299999999999997,35.979999999999997]
[2365,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",28.22,13.41,16.760000000000002,41.63,44.98]
[2366,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",37.630000000000003,17.88,22.34,55.5,59.97]
[2367,17,"งาน Slurry Seal","ตรม.",8.18,1.93,2.41,10.11,10.59]
[2368,18,"งาน Fog  Spray","ตรม.",1.87,0.36,0.45,2.23,2.3199999999999998]
[2369,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[2370,null,"ขุดลึก  3  ซม.","ตรม.",33.840000000000003,5.56,6.94,39.4,40.78]
[2371,null,"ขุดลึก  4  ซม.","ตรม.",45.31,7.06,8.82,52.37,54.13]
[2372,null,"ขุดลึก  5  ซม.","ตรม.",54.77,7.75,9.68,62.52,64.45]
[2373,null,"ขุดลึก  6  ซม.","ตรม.",66.28,8.59,10.74,74.87,77.02]
[2374,20,"งาน Milling",null,0,0,0,0,0]
[2375,null,"ขุดลึก  5  ซม.","ตร.ม.",8.57,1.72,2.15,10.29,10.72]
[2376,null,"ขุดลึก  10  ซม.","ตร.ม.",10,2,2.5,12,12.5]
[2401,1,"งานถางป่าขุดตอ",null,0,0,0,0,0]
[2402,null,"  ขนาดเบา","ตรม.",1.06,0.16,0.19,1.22,1.25]
[2403,null,"  ขนาดกลาง","ตรม.",2.44,0.46,0.57999999999999996,2.91,3.02]
[2404,null,"  ขนาดหนัก","ตรม.",3.71,0.66,0.83,4.37,4.54]
[2405,2,"งานดินคันทาง",null,0,0,0,0,0]
[2406,null,"  ขุด - ขน","ลบม.  หลวม",14.55,3.47,4.34,18.02,18.89]
[2407,null,"  บดทับ","ลบม.  แน่น",25.82,7.92,9.9,33.74,35.72]
[2408,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[2409,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",14.75,2.93,3.66,17.68,18.420000000000002]
[2410,null,"         - ตัก","ลบม.  หลวม",5.37,1.7,2.13,7.07,7.5]
[2411,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",25.55,3.34,4.18,28.89,29.73]
[2412,null,"         - ดันและตัก","ลบม.  หลวม",30.38,5.04,6.3,35.42,36.68]
[2413,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",43.24,4.66,5.82,47.9,49.06]
[2414,null,"         - ดันและตัก","ลบม.  หลวม",50.84,19,23.75,69.84,74.59]
[2415,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[2416,null,"  ขุด - ขน","ลบม.  หลวม",20.7,6.36,7.95,27.06,28.65]
[2417,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",6.14,1.01,1.27,7.15,7.41]
[2418,null,"  บดทับ","ลบม.  แน่น",30.98,9.5,11.88,40.479999999999997,42.86]
[2419,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[2420,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",11.56,1.91,2.38,13.46,13.94]
[2421,null,"  บดทับ","ลบม.  แน่น",36.520000000000003,15.33,19.16,51.85,55.68]
[2422,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[2423,null,"  ผสม ( Blend )","ลบม.  แน่น",13.68,2.91,3.64,16.59,17.32]
[2424,null,"  บดทับ","ลบม.  แน่น",45.14,19.100000000000001,23.87,64.239999999999995,69.010000000000005]
[2425,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",4.87,1.3,1.63,6.17,6.5]
[2426,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[2427,null,"  ลูกรัง 10 ซม.","ตรม.",6.51,1.51,1.89,8.02,8.4]
[2428,null,"  หินคลุก 10 ซม.","ตรม.",7.93,2.4700000000000002,3.09,10.4,11.02]
[2429,null,"  ผิว AC 5  ซม.","ตรม.",7.17,1.25,1.56,8.41,8.73]
[2430,9,"งานราดยางไพรม์โค้ต","ตรม.",5.2,0.54,0.68,5.74,5.87]
[2431,10,"งานราดยางแทคโค้ต","ตรม.",4.71,0.77,0.96,5.48,5.67]
[2432,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[2433,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",11.24,1.94,2.4300000000000002,13.18,13.66]
[2434,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",15.53,2.68,3.35,18.21,18.88]
[2435,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",23.09,3.99,4.9800000000000004,27.07,28.07]
[2436,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",33.81,5.84,7.3,39.65,41.11]
[2437,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[2438,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.36,0.49,0.61,1.85,1.97]
[2439,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",1.88,0.68,0.84,2.5499999999999998,2.72]
[2440,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",2.79,1,1.26,3.79,4.05]
[2441,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",4.08,1.47,1.84,5.56,5.92]
[2442,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[2443,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",299.47000000000003,16.77,20.97,316.24,320.44]
[2444,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[2445,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[2446,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[2447,null,"     บนผิวไพรม์โค้ต","ตรม.",9.77,2.56,3.2,12.33,12.96]
[2448,null,"     บนผิวแทคโค้ต","ตรม.",7.62,2.1,2.63,9.7200000000000006,10.24]
[2449,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[2450,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[2451,null,"  ค่าผสมคอนกรีต","ลบม.",134.01,34.07,42.59,168.08,176.6]
[2452,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",10.4,1.52,1.9,11.92,12.3]
[2453,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[2454,null,"  ค่าปูผิวคอนกรีต","ตรม.",7.33,1.92,2.41,9.25,9.73]
[2455,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",17.850000000000001,2.4500000000000002,3.06,20.3,20.92]
[2456,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",9.2799999999999994,2.34,2.92,11.62,12.2]
[2457,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",5.89,0.71,0.88,6.59,6.77]
[2458,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[2459,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",30.31,11.03,13.78,41.34,44.09]
[2460,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",29.44,3.53,4.41,32.97,33.85]
[2461,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",33.340000000000003,11.03,13.78,44.37,47.12]
[2462,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",29.44,3.53,4.41,32.97,33.85]
[2463,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[2464,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",22.72,10.73,13.41,33.44,36.130000000000003]
[2465,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",28.4,13.41,16.760000000000002,41.81,45.16]
[2466,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",37.86,17.88,22.34,55.74,60.21]
[2467,17,"งาน Slurry Seal","ตรม.",8.35,1.93,2.41,10.28,10.77]
[2468,18,"งาน Fog  Spray","ตรม.",1.91,0.36,0.45,2.27,2.36]
[2469,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[2470,null,"ขุดลึก  3  ซม.","ตรม.",34.159999999999997,5.56,6.94,39.72,41.11]
[2471,null,"ขุดลึก  4  ซม.","ตรม.",45.69,7.06,8.82,52.75,54.51]
[2472,null,"ขุดลึก  5  ซม.","ตรม.",55.24,7.75,9.68,62.98,64.92]
[2473,null,"ขุดลึก  6  ซม.","ตรม.",66.849999999999994,8.59,10.74,75.44,77.59]
[2474,20,"งาน Milling",null,0,0,0,0,0]
[2475,null,"ขุดลึก  5  ซม.","ตร.ม.",8.77,1.72,2.15,10.48,10.91]
[2476,null,"ขุดลึก  10  ซม.","ตร.ม.",10.23,2,2.5,12.23,12.73]
[2501,1,"งานถางป่าขุดตอ",null,0,0,0,0,0]
[2502,null,"  ขนาดเบา","ตรม.",1.07,0.16,0.19,1.23,1.27]
[2503,null,"  ขนาดกลาง","ตรม.",2.4700000000000002,0.46,0.57999999999999996,2.94,3.05]
[2504,null,"  ขนาดหนัก","ตรม.",3.77,0.66,0.83,4.43,4.59]
[2505,2,"งานดินคันทาง",null,0,0,0,0,0]
[2506,null,"  ขุด - ขน","ลบม.  หลวม",14.76,3.47,4.34,18.23,19.100000000000001]
[2507,null,"  บดทับ","ลบม.  แน่น",26.27,7.92,9.9,34.19,36.17]
[2508,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[2509,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",14.94,2.93,3.66,17.87,18.600000000000001]
[2510,null,"         - ตัก","ลบม.  หลวม",5.45,1.7,2.13,7.15,7.58]
[2511,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",25.94,3.34,4.18,29.28,30.11]
[2512,null,"         - ดันและตัก","ลบม.  หลวม",30.83,5.04,6.3,35.869999999999997,37.130000000000003]
[2513,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",43.67,4.66,5.82,48.33,49.49]
[2514,null,"         - ดันและตัก","ลบม.  หลวม",51.79,19,23.75,70.790000000000006,75.540000000000006]
[2515,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[2516,null,"  ขุด - ขน","ลบม.  หลวม",21,6.36,7.95,27.36,28.95]
[2517,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",6.22,1.01,1.27,7.24,7.49]
[2518,null,"  บดทับ","ลบม.  แน่น",31.52,9.5,11.88,41.02,43.4]
[2519,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[2520,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",11.71,1.91,2.38,13.62,14.09]
[2521,null,"  บดทับ","ลบม.  แน่น",37.14,15.33,19.16,52.47,56.3]
[2522,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[2523,null,"  ผสม ( Blend )","ลบม.  แน่น",13.82,2.91,3.64,16.73,17.46]
[2524,null,"  บดทับ","ลบม.  แน่น",45.91,19.100000000000001,23.87,65.010000000000005,69.790000000000006]
[2525,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",4.9400000000000004,1.3,1.63,6.25,6.57]
[2526,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[2527,null,"  ลูกรัง 10 ซม.","ตรม.",6.61,1.51,1.89,8.1199999999999992,8.5]
[2528,null,"  หินคลุก 10 ซม.","ตรม.",8.0500000000000007,2.4700000000000002,3.09,10.52,11.14]
[2529,null,"  ผิว AC 5  ซม.","ตรม.",7.27,1.25,1.56,8.51,8.82]
[2530,9,"งานราดยางไพรม์โค้ต","ตรม.",5.33,0.54,0.68,5.87,6]
[2531,10,"งานราดยางแทคโค้ต","ตรม.",4.83,0.77,0.96,5.6,5.79]
[2532,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[2533,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",11.5,1.94,2.4300000000000002,13.44,13.92]
[2534,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",15.89,2.68,3.35,18.57,19.239999999999998]
[2535,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",23.62,3.99,4.9800000000000004,27.61,28.6]
[2536,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",34.590000000000003,5.84,7.3,40.43,41.89]
[2537,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[2538,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.38,0.49,0.61,1.86,1.99]
[2539,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",1.9,0.68,0.84,2.58,2.75]
[2540,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",2.83,1,1.26,3.83,4.08]
[2541,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",4.1399999999999997,1.47,1.84,5.61,5.98]
[2542,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[2543,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",310.25,16.77,20.97,327.02999999999997,331.22]
[2544,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[2545,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[2546,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[2547,null,"     บนผิวไพรม์โค้ต","ตรม.",9.93,2.56,3.2,12.49,13.13]
[2548,null,"     บนผิวแทคโค้ต","ตรม.",7.73,2.1,2.63,9.83,10.36]
[2549,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[2550,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[2551,null,"  ค่าผสมคอนกรีต","ลบม.",137.47999999999999,34.07,42.59,171.55,180.07]
[2552,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",10.67,1.52,1.9,12.19,12.57]
[2553,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[2554,null,"  ค่าปูผิวคอนกรีต","ตรม.",7.38,1.92,2.41,9.3000000000000007,9.7799999999999994]
[2555,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",18.09,2.4500000000000002,3.06,20.55,21.16]
[2556,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",9.51,2.34,2.92,11.84,12.43]
[2557,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",6.02,0.71,0.88,6.73,6.91]
[2558,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[2559,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",30.71,11.03,13.78,41.74,44.5]
[2560,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",30.12,3.53,4.41,33.64,34.53]
[2561,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",33.79,11.03,13.78,44.81,47.57]
[2562,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",30.12,3.53,4.41,33.64,34.53]
[2563,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[2564,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",22.86,10.73,13.41,33.590000000000003,36.270000000000003]
[2565,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",28.58,13.41,16.760000000000002,41.98,45.33]
[2566,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",38.1,17.88,22.34,55.98,60.45]
[2567,17,"งาน Slurry Seal","ตรม.",8.52,1.93,2.41,10.46,10.94]
[2568,18,"งาน Fog  Spray","ตรม.",1.95,0.36,0.45,2.3199999999999998,2.41]
[2569,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[2570,null,"ขุดลึก  3  ซม.","ตรม.",34.49,5.56,6.94,40.04,41.43]
[2571,null,"ขุดลึก  4  ซม.","ตรม.",46.08,7.06,8.82,53.13,54.9]
[2572,null,"ขุดลึก  5  ซม.","ตรม.",55.7,7.75,9.68,63.45,65.39]
[2573,null,"ขุดลึก  6  ซม.","ตรม.",67.42,8.59,10.74,76.010000000000005,78.16]
[2574,20,"งาน Milling",null,0,0,0,0,0]
[2575,null,"ขุดลึก  5  ซม.","ตร.ม.",8.9600000000000009,1.72,2.15,10.68,11.1]
[2576,null,"ขุดลึก  10  ซม.","ตร.ม.",10.45,2,2.5,12.45,12.96]
[2601,1,"งานถางป่าขุดตอ",null,0,0,0,0,0]
[2602,null,"  ขนาดเบา","ตรม.",1.0900000000000001,0.16,0.19,1.24,1.28]
[2603,null,"  ขนาดกลาง","ตรม.",2.5099999999999998,0.46,0.57999999999999996,2.97,3.09]
[2604,null,"  ขนาดหนัก","ตรม.",3.82,0.66,0.83,4.4800000000000004,4.6399999999999997]
[2605,2,"งานดินคันทาง",null,0,0,0,0,0]
[2606,null,"  ขุด - ขน","ลบม.  หลวม",14.98,3.47,4.34,18.45,19.32]
[2607,null,"  บดทับ","ลบม.  แน่น",26.72,7.92,9.9,34.64,36.619999999999997]
[2608,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[2609,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",15.13,2.93,3.66,18.059999999999999,18.79]
[2610,null,"         - ตัก","ลบม.  หลวม",5.53,1.7,2.13,7.23,7.66]
[2611,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",26.32,3.34,4.18,29.66,30.5]
[2612,null,"         - ดันและตัก","ลบม.  หลวม",31.28,5.04,6.3,36.31,37.57]
[2613,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",44.1,4.66,5.82,48.76,49.93]
[2614,null,"         - ดันและตัก","ลบม.  หลวม",52.73,19,23.75,71.73,76.48]
[2615,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[2616,null,"  ขุด - ขน","ลบม.  หลวม",21.3,6.36,7.95,27.67,29.26]
[2617,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",6.31,1.01,1.27,7.32,7.57]
[2618,null,"  บดทับ","ลบม.  แน่น",32.06,9.5,11.88,41.57,43.94]
[2619,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[2620,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",11.87,1.91,2.38,13.77,14.25]
[2621,null,"  บดทับ","ลบม.  แน่น",37.770000000000003,15.33,19.16,53.09,56.92]
[2622,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[2623,null,"  ผสม ( Blend )","ลบม.  แน่น",13.96,2.91,3.64,16.87,17.600000000000001]
[2624,null,"  บดทับ","ลบม.  แน่น",46.69,19.100000000000001,23.87,65.790000000000006,70.569999999999993]
[2625,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",5.0199999999999996,1.3,1.63,6.32,6.65]
[2626,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[2627,null,"  ลูกรัง 10 ซม.","ตรม.",6.71,1.51,1.89,8.2200000000000006,8.6]
[2628,null,"  หินคลุก 10 ซม.","ตรม.",8.17,2.4700000000000002,3.09,10.65,11.26]
[2629,null,"  ผิว AC 5  ซม.","ตรม.",7.36,1.25,1.56,8.61,8.92]
[2630,9,"งานราดยางไพรม์โค้ต","ตรม.",5.46,0.54,0.68,6,6.13]
[2631,10,"งานราดยางแทคโค้ต","ตรม.",4.95,0.77,0.96,5.72,5.91]
[2632,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[2633,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",11.76,1.94,2.4300000000000002,13.7,14.18]
[2634,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",16.239999999999998,2.68,3.35,18.93,19.600000000000001]
[2635,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",24.15,3.99,4.9800000000000004,28.14,29.14]
[2636,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",35.380000000000003,5.84,7.3,41.21,42.67]
[2637,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[2638,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.39,0.49,0.61,1.88,2]
[2639,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",1.93,0.68,0.84,2.6,2.77]
[2640,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",2.86,1,1.26,3.87,4.12]
[2641,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",4.1900000000000004,1.47,1.84,5.67,6.03]
[2642,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[2643,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",321.04000000000002,16.77,20.97,337.81,342]
[2644,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[2645,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[2646,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[2647,null,"     บนผิวไพรม์โค้ต","ตรม.",10.1,2.56,3.2,12.66,13.3]
[2648,null,"     บนผิวแทคโค้ต","ตรม.",7.84,2.1,2.63,9.94,10.47]
[2649,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[2650,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[2651,null,"  ค่าผสมคอนกรีต","ลบม.",140.94,34.07,42.59,175.01,183.53]
[2652,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",10.95,1.52,1.9,12.47,12.85]
[2653,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[2654,null,"  ค่าปูผิวคอนกรีต","ตรม.",7.43,1.92,2.41,9.35,9.83]
[2655,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",18.34,2.4500000000000002,3.06,20.79,21.4]
[2656,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",9.73,2.34,2.92,12.07,12.65]
[2657,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",6.16,0.71,0.88,6.86,7.04]
[2658,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[2659,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",31.12,11.03,13.78,42.14,44.9]
[2660,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",30.79,3.53,4.41,34.32,35.200000000000003]
[2661,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",34.229999999999997,11.03,13.78,45.25,48.01]
[2662,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",30.79,3.53,4.41,34.32,35.200000000000003]
[2663,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[2664,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",23,10.73,13.41,33.729999999999997,36.409999999999997]
[2665,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",28.75,13.41,16.760000000000002,42.16,45.51]
[2666,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",38.340000000000003,17.88,22.34,56.21,60.68]
[2667,17,"งาน Slurry Seal","ตรม.",8.6999999999999993,1.93,2.41,10.63,11.11]
[2668,18,"งาน Fog  Spray","ตรม.",2,0.36,0.45,2.36,2.4500000000000002]
[2669,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[2670,null,"ขุดลึก  3  ซม.","ตรม.",34.81,5.56,6.94,40.369999999999997,41.75]
[2671,null,"ขุดลึก  4  ซม.","ตรม.",46.46,7.06,8.82,53.51,55.28]
[2672,null,"ขุดลึก  5  ซม.","ตรม.",56.17,7.75,9.68,63.92,65.849999999999994]
[2673,null,"ขุดลึก  6  ซม.","ตรม.",67.989999999999995,8.59,10.74,76.58,78.73]
[2674,20,"งาน Milling",null,0,0,0,0,0]
[2675,null,"ขุดลึก  5  ซม.","ตร.ม.",9.15,1.72,2.15,10.87,11.3]
[2676,null,"ขุดลึก  10  ซม.","ตร.ม.",10.68,2,2.5,12.68,13.18]
[2701,1,"งานถางป่าขุดตอ",null,0,0,0,0,0]
[2702,null,"  ขนาดเบา","ตรม.",1.1000000000000001,0.16,0.19,1.25,1.29]
[2703,null,"  ขนาดกลาง","ตรม.",2.54,0.46,0.57999999999999996,3,3.12]
[2704,null,"  ขนาดหนัก","ตรม.",3.87,0.66,0.83,4.53,4.7]
[2705,2,"งานดินคันทาง",null,0,0,0,0,0]
[2706,null,"  ขุด - ขน","ลบม.  หลวม",15.19,3.47,4.34,18.66,19.53]
[2707,null,"  บดทับ","ลบม.  แน่น",27.17,7.92,9.9,35.090000000000003,37.07]
[2708,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[2709,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",15.32,2.93,3.66,18.25,18.98]
[2710,null,"         - ตัก","ลบม.  หลวม",5.61,1.7,2.13,7.32,7.74]
[2711,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",26.71,3.34,4.18,30.05,30.89]
[2712,null,"         - ดันและตัก","ลบม.  หลวม",31.72,5.04,6.3,36.76,38.020000000000003]
[2713,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",44.53,4.66,5.82,49.19,50.36]
[2714,null,"         - ดันและตัก","ลบม.  หลวม",53.68,19,23.75,72.680000000000007,77.430000000000007]
[2715,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[2716,null,"  ขุด - ขน","ลบม.  หลวม",21.61,6.36,7.95,27.97,29.56]
[2717,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",6.39,1.01,1.27,7.4,7.66]
[2718,null,"  บดทับ","ลบม.  แน่น",32.6,9.5,11.88,42.11,44.48]
[2719,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[2720,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",12.02,1.91,2.38,13.93,14.41]
[2721,null,"  บดทับ","ลบม.  แน่น",38.39,15.33,19.16,53.72,57.55]
[2722,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[2723,null,"  ผสม ( Blend )","ลบม.  แน่น",14.11,2.91,3.64,17.02,17.739999999999998]
[2724,null,"  บดทับ","ลบม.  แน่น",47.47,19.100000000000001,23.87,66.569999999999993,71.34]
[2725,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",5.0999999999999996,1.3,1.63,6.4,6.73]
[2726,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[2727,null,"  ลูกรัง 10 ซม.","ตรม.",6.81,1.51,1.89,8.32,8.6999999999999993]
[2728,null,"  หินคลุก 10 ซม.","ตรม.",8.3000000000000007,2.4700000000000002,3.09,10.77,11.39]
[2729,null,"  ผิว AC 5  ซม.","ตรม.",7.46,1.25,1.56,8.7100000000000009,9.02]
[2730,9,"งานราดยางไพรม์โค้ต","ตรม.",5.58,0.54,0.68,6.12,6.26]
[2731,10,"งานราดยางแทคโค้ต","ตรม.",5.07,0.77,0.96,5.84,6.03]
[2732,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[2733,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",12.02,1.94,2.4300000000000002,13.96,14.44]
[2734,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",16.600000000000001,2.68,3.35,19.29,19.96]
[2735,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",24.69,3.99,4.9800000000000004,28.67,29.67]
[2736,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",36.159999999999997,5.84,7.3,42,43.46]
[2737,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[2738,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.41,0.49,0.61,1.9,2.02]
[2739,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",1.95,0.68,0.84,2.63,2.8]
[2740,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",2.9,1,1.26,3.91,4.16]
[2741,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",4.25,1.47,1.84,5.72,6.09]
[2742,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[2743,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",331.82,16.77,20.97,348.59,352.79]
[2744,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[2745,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[2746,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[2747,null,"     บนผิวไพรม์โค้ต","ตรม.",10.26,2.56,3.2,12.82,13.46]
[2748,null,"     บนผิวแทคโค้ต","ตรม.",7.95,2.1,2.63,10.050000000000001,10.58]
[2749,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[2750,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[2751,null,"  ค่าผสมคอนกรีต","ลบม.",144.41,34.07,42.59,178.48,187]
[2752,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",11.23,1.52,1.9,12.74,13.12]
[2753,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[2754,null,"  ค่าปูผิวคอนกรีต","ตรม.",7.47,1.92,2.41,9.4,9.8800000000000008]
[2755,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",18.579999999999998,2.4500000000000002,3.06,21.03,21.65]
[2756,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",9.9600000000000009,2.34,2.92,12.29,12.88]
[2757,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",6.29,0.71,0.88,7,7.18]
[2758,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[2759,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",31.52,11.03,13.78,42.54,45.3]
[2760,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",31.47,3.53,4.41,35,35.880000000000003]
[2761,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",34.67,11.03,13.78,45.7,48.45]
[2762,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",31.47,3.53,4.41,35,35.880000000000003]
[2763,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[2764,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",23.14,10.73,13.41,33.869999999999997,36.549999999999997]
[2765,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",28.93,13.41,16.760000000000002,42.34,45.69]
[2766,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",38.57,17.88,22.34,56.45,60.92]
[2767,17,"งาน Slurry Seal","ตรม.",8.8699999999999992,1.93,2.41,10.8,11.28]
[2768,18,"งาน Fog  Spray","ตรม.",2.04,0.36,0.45,2.4,2.5]
[2769,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[2770,null,"ขุดลึก  3  ซม.","ตรม.",35.130000000000003,5.56,6.94,40.69,42.08]
[2771,null,"ขุดลึก  4  ซม.","ตรม.",46.84,7.06,8.82,53.9,55.66]
[2772,null,"ขุดลึก  5  ซม.","ตรม.",56.63,7.75,9.68,64.38,66.319999999999993]
[2773,null,"ขุดลึก  6  ซม.","ตรม.",68.56,8.59,10.74,77.150000000000006,79.290000000000006]
[2774,20,"งาน Milling",null,0,0,0,0,0]
[2775,null,"ขุดลึก  5  ซม.","ตร.ม.",9.35,1.72,2.15,11.06,11.49]
[2776,null,"ขุดลึก  10  ซม.","ตร.ม.",10.9,2,2.5,12.91,13.41]
[2801,1,"งานถางป่าขุดตอ",null,0,0,0,0,0]
[2802,null,"  ขนาดเบา","ตรม.",1.1100000000000001,0.16,0.19,1.27,1.31]
[2803,null,"  ขนาดกลาง","ตรม.",2.57,0.46,0.57999999999999996,3.03,3.15]
[2804,null,"  ขนาดหนัก","ตรม.",3.92,0.66,0.83,4.58,4.75]
[2805,2,"งานดินคันทาง",null,0,0,0,0,0]
[2806,null,"  ขุด - ขน","ลบม.  หลวม",15.41,3.47,4.34,18.88,19.75]
[2807,null,"  บดทับ","ลบม.  แน่น",27.62,7.92,9.9,35.54,37.520000000000003]
[2808,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[2809,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",15.5,2.93,3.66,18.43,19.170000000000002]
[2810,null,"         - ตัก","ลบม.  หลวม",5.69,1.7,2.13,7.4,7.82]
[2811,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",27.1,3.34,4.18,30.44,31.27]
[2812,null,"         - ดันและตัก","ลบม.  หลวม",32.17,5.04,6.3,37.21,38.47]
[2813,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",44.97,4.66,5.82,49.63,50.79]
[2814,null,"         - ดันและตัก","ลบม.  หลวม",54.63,19,23.75,73.63,78.38]
[2815,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[2816,null,"  ขุด - ขน","ลบม.  หลวม",21.91,6.36,7.95,28.27,29.87]
[2817,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",6.47,1.01,1.27,7.48,7.74]
[2818,null,"  บดทับ","ลบม.  แน่น",33.15,9.5,11.88,42.65,45.02]
[2819,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[2820,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",12.18,1.91,2.38,14.08,14.56]
[2821,null,"  บดทับ","ลบม.  แน่น",39.01,15.33,19.16,54.34,58.17]
[2822,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[2823,null,"  ผสม ( Blend )","ลบม.  แน่น",14.25,2.91,3.64,17.16,17.89]
[2824,null,"  บดทับ","ลบม.  แน่น",48.25,19.100000000000001,23.87,67.349999999999994,72.12]
[2825,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",5.17,1.3,1.63,6.48,6.8]
[2826,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[2827,null,"  ลูกรัง 10 ซม.","ตรม.",6.91,1.51,1.89,8.42,8.8000000000000007]
[2828,null,"  หินคลุก 10 ซม.","ตรม.",8.42,2.4700000000000002,3.09,10.89,11.51]
[2829,null,"  ผิว AC 5  ซม.","ตรม.",7.56,1.25,1.56,8.8000000000000007,9.1199999999999992]
[2830,9,"งานราดยางไพรม์โค้ต","ตรม.",5.71,0.54,0.68,6.25,6.39]
[2831,10,"งานราดยางแทคโค้ต","ตรม.",5.19,0.77,0.96,5.96,6.15]
[2832,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[2833,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",12.28,1.94,2.4300000000000002,14.22,14.7]
[2834,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",16.96,2.68,3.35,19.64,20.309999999999999]
[2835,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",25.22,3.99,4.9800000000000004,29.21,30.2]
[2836,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",36.94,5.84,7.3,42.78,44.24]
[2837,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[2838,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.43,0.49,0.61,1.92,2.04]
[2839,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",1.98,0.68,0.84,2.65,2.82]
[2840,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",2.94,1,1.26,3.94,4.1900000000000004]
[2841,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",4.3,1.47,1.84,5.77,6.14]
[2842,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[2843,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",342.6,16.77,20.97,359.38,363.57]
[2844,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[2845,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[2846,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[2847,null,"     บนผิวไพรม์โค้ต","ตรม.",10.43,2.56,3.2,12.99,13.63]
[2848,null,"     บนผิวแทคโค้ต","ตรม.",8.06,2.1,2.63,10.16,10.69]
[2849,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[2850,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[2851,null,"  ค่าผสมคอนกรีต","ลบม.",147.87,34.07,42.59,181.94,190.46]
[2852,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",11.5,1.52,1.9,13.02,13.4]
[2853,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[2854,null,"  ค่าปูผิวคอนกรีต","ตรม.",7.52,1.92,2.41,9.4499999999999993,9.93]
[2855,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",18.829999999999998,2.4500000000000002,3.06,21.28,21.89]
[2856,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",10.18,2.34,2.92,12.52,13.1]
[2857,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",6.43,0.71,0.88,7.13,7.31]
[2858,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[2859,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",31.92,11.03,13.78,42.95,45.7]
[2860,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",32.15,3.53,4.41,35.67,36.56]
[2861,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",35.11,11.03,13.78,46.14,48.9]
[2862,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",32.15,3.53,4.41,35.67,36.56]
[2863,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[2864,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",23.29,10.73,13.41,34.01,36.69]
[2865,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",29.11,13.41,16.760000000000002,42.52,45.87]
[2866,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",38.81,17.88,22.34,56.69,61.16]
[2867,17,"งาน Slurry Seal","ตรม.",9.0399999999999991,1.93,2.41,10.97,11.46]
[2868,18,"งาน Fog  Spray","ตรม.",2.09,0.36,0.45,2.4500000000000002,2.54]
[2869,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[2870,null,"ขุดลึก  3  ซม.","ตรม.",35.46,5.56,6.94,41.01,42.4]
[2871,null,"ขุดลึก  4  ซม.","ตรม.",47.22,7.06,8.82,54.28,56.04]
[2872,null,"ขุดลึก  5  ซม.","ตรม.",57.1,7.75,9.68,64.849999999999994,66.78]
[2873,null,"ขุดลึก  6  ซม.","ตรม.",69.13,8.59,10.74,77.72,79.86]
[2874,20,"งาน Milling",null,0,0,0,0,0]
[2875,null,"ขุดลึก  5  ซม.","ตร.ม.",9.5399999999999991,1.72,2.15,11.26,11.69]
[2876,null,"ขุดลึก  10  ซม.","ตร.ม.",11.13,2,2.5,13.13,13.63]
[2901,1,"งานถางป่าขุดตอ",null,0,0,0,0,0]
[2902,null,"  ขนาดเบา","ตรม.",1.1200000000000001,0.16,0.19,1.28,1.32]
[2903,null,"  ขนาดกลาง","ตรม.",2.6,0.46,0.57999999999999996,3.07,3.18]
[2904,null,"  ขนาดหนัก","ตรม.",3.97,0.66,0.83,4.6399999999999997,4.8]
[2905,2,"งานดินคันทาง",null,0,0,0,0,0]
[2906,null,"  ขุด - ขน","ลบม.  หลวม",15.62,3.47,4.34,19.09,19.96]
[2907,null,"  บดทับ","ลบม.  แน่น",28.07,7.92,9.9,35.99,37.97]
[2908,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[2909,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",15.69,2.93,3.66,18.62,19.350000000000001]
[2910,null,"         - ตัก","ลบม.  หลวม",5.78,1.7,2.13,7.48,7.9]
[2911,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",27.48,3.34,4.18,30.82,31.66]
[2912,null,"         - ดันและตัก","ลบม.  หลวม",32.619999999999997,5.04,6.3,37.659999999999997,38.92]
[2913,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",45.4,4.66,5.82,50.06,51.22]
[2914,null,"         - ดันและตัก","ลบม.  หลวม",55.58,19,23.75,74.58,79.33]
[2915,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[2916,null,"  ขุด - ขน","ลบม.  หลวม",22.21,6.36,7.95,28.58,30.17]
[2917,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",6.56,1.01,1.27,7.57,7.82]
[2918,null,"  บดทับ","ลบม.  แน่น",33.69,9.5,11.88,43.19,45.56]
[2919,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[2920,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",12.34,1.91,2.38,14.24,14.72]
[2921,null,"  บดทับ","ลบม.  แน่น",39.64,15.33,19.16,54.96,58.79]
[2922,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[2923,null,"  ผสม ( Blend )","ลบม.  แน่น",14.39,2.91,3.64,17.3,18.03]
[2924,null,"  บดทับ","ลบม.  แน่น",49.02,19.100000000000001,23.87,68.12,72.900000000000006]
[2925,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",5.25,1.3,1.63,6.55,6.88]
[2926,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[2927,null,"  ลูกรัง 10 ซม.","ตรม.",7.01,1.51,1.89,8.52,8.9]
[2928,null,"  หินคลุก 10 ซม.","ตรม.",8.5399999999999991,2.4700000000000002,3.09,11.02,11.63]
[2929,null,"  ผิว AC 5  ซม.","ตรม.",7.66,1.25,1.56,8.9,9.2100000000000009]
[2930,9,"งานราดยางไพรม์โค้ต","ตรม.",5.84,0.54,0.68,6.38,6.52]
[2931,10,"งานราดยางแทคโค้ต","ตรม.",5.31,0.77,0.96,6.08,6.27]
[2932,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[2933,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",12.54,1.94,2.4300000000000002,14.48,14.96]
[2934,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",17.32,2.68,3.35,20,20.67]
[2935,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",25.76,3.99,4.9800000000000004,29.74,30.74]
[2936,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",37.72,5.84,7.3,43.56,45.02]
[2937,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[2938,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.45,0.49,0.61,1.94,2.06]
[2939,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",2,0.68,0.84,2.68,2.85]
[2940,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",2.97,1,1.26,3.98,4.2300000000000004]
[2941,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",4.3600000000000003,1.47,1.84,5.83,6.2]
[2942,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[2943,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",353.39,16.77,20.97,370.16,374.35]
[2944,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[2945,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[2946,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[2947,null,"     บนผิวไพรม์โค้ต","ตรม.",10.59,2.56,3.2,13.15,13.79]
[2948,null,"     บนผิวแทคโค้ต","ตรม.",8.17,2.1,2.63,10.27,10.8]
[2949,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[2950,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[2951,null,"  ค่าผสมคอนกรีต","ลบม.",151.34,34.07,42.59,185.41,193.93]
[2952,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",11.78,1.52,1.9,13.3,13.68]
[2953,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[2954,null,"  ค่าปูผิวคอนกรีต","ตรม.",7.57,1.92,2.41,9.49,9.9700000000000006]
[2955,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",19.07,2.4500000000000002,3.06,21.52,22.14]
[2956,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",10.4,2.34,2.92,12.74,13.32]
[2957,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",6.56,0.71,0.88,7.27,7.45]
[2958,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[2959,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",32.32,11.03,13.78,43.35,46.11]
[2960,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",32.82,3.53,4.41,36.35,37.229999999999997]
[2961,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",35.56,11.03,13.78,46.58,49.34]
[2962,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",32.82,3.53,4.41,36.35,37.229999999999997]
[2963,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[2964,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",23.43,10.73,13.41,34.15,36.840000000000003]
[2965,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",29.29,13.41,16.760000000000002,42.69,46.04]
[2966,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",39.049999999999997,17.88,22.34,56.92,61.39]
[2967,17,"งาน Slurry Seal","ตรม.",9.2200000000000006,1.93,2.41,11.15,11.63]
[2968,18,"งาน Fog  Spray","ตรม.",2.13,0.36,0.45,2.4900000000000002,2.58]
[2969,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[2970,null,"ขุดลึก  3  ซม.","ตรม.",35.78,5.56,6.94,41.34,42.72]
[2971,null,"ขุดลึก  4  ซม.","ตรม.",47.6,7.06,8.82,54.66,56.42]
[2972,null,"ขุดลึก  5  ซม.","ตรม.",57.57,7.75,9.68,65.31,67.25]
[2973,null,"ขุดลึก  6  ซม.","ตรม.",69.69,8.59,10.74,78.28,80.430000000000007]
[2974,20,"งาน Milling",null,0,0,0,0,0]
[2975,null,"ขุดลึก  5  ซม.","ตร.ม.",9.73,1.72,2.15,11.45,11.88]
[2976,null,"ขุดลึก  10  ซม.","ตร.ม.",11.36,2,2.5,13.36,13.86]
[3001,1,"งานถางป่าขุดตอ",null,0,0,0,0,0]
[3002,null,"  ขนาดเบา","ตรม.",1.1399999999999999,0.16,0.19,1.29,1.33]
[3003,null,"  ขนาดกลาง","ตรม.",2.64,0.46,0.57999999999999996,3.1,3.21]
[3004,null,"  ขนาดหนัก","ตรม.",4.03,0.66,0.83,4.6900000000000004,4.8499999999999996]
[3005,2,"งานดินคันทาง",null,0,0,0,0,0]
[3006,null,"  ขุด - ขน","ลบม.  หลวม",15.84,3.47,4.34,19.309999999999999,20.18]
[3007,null,"  บดทับ","ลบม.  แน่น",28.52,7.92,9.9,36.44,38.42]
[3008,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[3009,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",15.88,2.93,3.66,18.809999999999999,19.54]
[3010,null,"         - ตัก","ลบม.  หลวม",5.86,1.7,2.13,7.56,7.98]
[3011,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",27.87,3.34,4.18,31.21,32.049999999999997]
[3012,null,"         - ดันและตัก","ลบม.  หลวม",33.07,5.04,6.3,38.11,39.369999999999997]
[3013,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",45.83,4.66,5.82,50.49,51.66]
[3014,null,"         - ดันและตัก","ลบม.  หลวม",56.52,19,23.75,75.52,80.27]
[3015,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[3016,null,"  ขุด - ขน","ลบม.  หลวม",22.52,6.36,7.95,28.88,30.47]
[3017,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",6.64,1.01,1.27,7.65,7.9]
[3018,null,"  บดทับ","ลบม.  แน่น",34.229999999999997,9.5,11.88,43.73,46.11]
[3019,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[3020,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",12.49,1.91,2.38,14.4,14.87]
[3021,null,"  บดทับ","ลบม.  แน่น",40.26,15.33,19.16,55.58,59.42]
[3022,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[3023,null,"  ผสม ( Blend )","ลบม.  แน่น",14.54,2.91,3.64,17.440000000000001,18.170000000000002]
[3024,null,"  บดทับ","ลบม.  แน่น",49.8,19.100000000000001,23.87,68.900000000000006,73.67]
[3025,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",5.33,1.3,1.63,6.63,6.96]
[3026,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[3027,null,"  ลูกรัง 10 ซม.","ตรม.",7.11,1.51,1.89,8.6199999999999992,9]
[3028,null,"  หินคลุก 10 ซม.","ตรม.",8.67,2.4700000000000002,3.09,11.14,11.76]
[3029,null,"  ผิว AC 5  ซม.","ตรม.",7.75,1.25,1.56,9,9.31]
[3030,9,"งานราดยางไพรม์โค้ต","ตรม.",5.97,0.54,0.68,6.51,6.65]
[3031,10,"งานราดยางแทคโค้ต","ตรม.",5.43,0.77,0.96,6.2,6.39]
[3032,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[3033,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",12.8,1.94,2.4300000000000002,14.74,15.22]
[3034,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",17.68,2.68,3.35,20.36,21.03]
[3035,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",26.29,3.99,4.9800000000000004,30.28,31.27]
[3036,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",38.51,5.84,7.3,44.34,45.8]
[3037,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[3038,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.47,0.49,0.61,1.95,2.08]
[3039,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",2.0299999999999998,0.68,0.84,2.7,2.87]
[3040,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",3.01,1,1.26,4.0199999999999996,4.2699999999999996]
[3041,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",4.41,1.47,1.84,5.88,6.25]
[3042,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[3043,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",364.17,16.77,20.97,380.94,385.14]
[3044,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[3045,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[3046,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[3047,null,"     บนผิวไพรม์โค้ต","ตรม.",10.76,2.56,3.2,13.32,13.96]
[3048,null,"     บนผิวแทคโค้ต","ตรม.",8.2799999999999994,2.1,2.63,10.38,10.91]
[3049,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[3050,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[3051,null,"  ค่าผสมคอนกรีต","ลบม.",154.80000000000001,34.07,42.59,188.87,197.39]
[3052,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",12.05,1.52,1.9,13.57,13.95]
[3053,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[3054,null,"  ค่าปูผิวคอนกรีต","ตรม.",7.62,1.92,2.41,9.5399999999999991,10.02]
[3055,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",19.32,2.4500000000000002,3.06,21.77,22.38]
[3056,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",10.63,2.34,2.92,12.96,13.55]
[3057,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",6.7,0.71,0.88,7.41,7.58]
[3058,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[3059,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",32.729999999999997,11.03,13.78,43.75,46.51]
[3060,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",33.5,3.53,4.41,37.03,37.909999999999997]
[3061,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",36,11.03,13.78,47.02,49.78]
[3062,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",33.5,3.53,4.41,37.03,37.909999999999997]
[3063,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[3064,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",23.57,10.73,13.41,34.299999999999997,36.979999999999997]
[3065,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",29.46,13.41,16.760000000000002,42.87,46.22]
[3066,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",39.28,17.88,22.34,57.16,61.63]
[3067,17,"งาน Slurry Seal","ตรม.",9.39,1.93,2.41,11.32,11.8]
[3068,18,"งาน Fog  Spray","ตรม.",2.17,0.36,0.45,2.54,2.63]
[3069,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[3070,null,"ขุดลึก  3  ซม.","ตรม.",36.1,5.56,6.94,41.66,43.05]
[3071,null,"ขุดลึก  4  ซม.","ตรม.",47.99,7.06,8.82,55.04,56.81]
[3072,null,"ขุดลึก  5  ซม.","ตรม.",58.03,7.75,9.68,65.78,67.72]
[3073,null,"ขุดลึก  6  ซม.","ตรม.",70.260000000000005,8.59,10.74,78.849999999999994,81]
[3074,20,"งาน Milling",null,0,0,0,0,0]
[3075,null,"ขุดลึก  5  ซม.","ตร.ม.",9.93,1.72,2.15,11.65,12.07]
[3076,null,"ขุดลึก  10  ซม.","ตร.ม.",11.58,2,2.5,13.59,14.09]
[3101,1,"งานถางป่าขุดตอ",null,0,0,0,0,0]
[3102,null,"  ขนาดเบา","ตรม.",1.1499999999999999,0.16,0.19,1.3,1.34]
[3103,null,"  ขนาดกลาง","ตรม.",2.67,0.46,0.57999999999999996,3.13,3.25]
[3104,null,"  ขนาดหนัก","ตรม.",4.08,0.66,0.83,4.74,4.9000000000000004]
[3105,2,"งานดินคันทาง",null,0,0,0,0,0]
[3106,null,"  ขุด - ขน","ลบม.  หลวม",16.05,3.47,4.34,19.53,20.39]
[3107,null,"  บดทับ","ลบม.  แน่น",28.97,7.92,9.9,36.89,38.869999999999997]
[3108,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[3109,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",16.07,2.93,3.66,19,19.73]
[3110,null,"         - ตัก","ลบม.  หลวม",5.94,1.7,2.13,7.64,8.07]
[3111,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",28.26,3.34,4.18,31.6,32.43]
[3112,null,"         - ดันและตัก","ลบม.  หลวม",33.520000000000003,5.04,6.3,38.56,39.82]
[3113,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",46.26,4.66,5.82,50.92,52.09]
[3114,null,"         - ดันและตัก","ลบม.  หลวม",57.47,19,23.75,76.47,81.22]
[3115,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[3116,null,"  ขุด - ขน","ลบม.  หลวม",22.82,6.36,7.95,29.19,30.78]
[3117,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",6.72,1.01,1.27,7.73,7.99]
[3118,null,"  บดทับ","ลบม.  แน่น",34.770000000000003,9.5,11.88,44.27,46.65]
[3119,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[3120,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",12.65,1.91,2.38,14.55,15.03]
[3121,null,"  บดทับ","ลบม.  แน่น",40.880000000000003,15.33,19.16,56.21,60.04]
[3122,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[3123,null,"  ผสม ( Blend )","ลบม.  แน่น",14.68,2.91,3.64,17.59,18.309999999999999]
[3124,null,"  บดทับ","ลบม.  แน่น",50.58,19.100000000000001,23.87,69.680000000000007,74.45]
[3125,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",5.4,1.3,1.63,6.71,7.03]
[3126,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[3127,null,"  ลูกรัง 10 ซม.","ตรม.",7.21,1.51,1.89,8.7200000000000006,9.1]
[3128,null,"  หินคลุก 10 ซม.","ตรม.",8.7899999999999991,2.4700000000000002,3.09,11.26,11.88]
[3129,null,"  ผิว AC 5  ซม.","ตรม.",7.85,1.25,1.56,9.1,9.41]
[3130,9,"งานราดยางไพรม์โค้ต","ตรม.",6.1,0.54,0.68,6.64,6.78]
[3131,10,"งานราดยางแทคโค้ต","ตรม.",5.55,0.77,0.96,6.32,6.51]
[3132,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[3133,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",13.06,1.94,2.4300000000000002,15,15.48]
[3134,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",18.04,2.68,3.35,20.72,21.39]
[3135,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",26.82,3.99,4.9800000000000004,30.81,31.81]
[3136,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",39.29,5.84,7.3,45.13,46.59]
[3137,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[3138,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.48,0.49,0.61,1.97,2.1]
[3139,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",2.0499999999999998,0.68,0.84,2.73,2.9]
[3140,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",3.05,1,1.26,4.05,4.3]
[3141,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",4.46,1.47,1.84,5.94,6.3]
[3142,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[3143,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",374.95,16.77,20.97,391.73,395.92]
[3144,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[3145,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[3146,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[3147,null,"     บนผิวไพรม์โค้ต","ตรม.",10.92,2.56,3.2,13.48,14.12]
[3148,null,"     บนผิวแทคโค้ต","ตรม.",8.39,2.1,2.63,10.49,11.02]
[3149,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[3150,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[3151,null,"  ค่าผสมคอนกรีต","ลบม.",158.27000000000001,34.07,42.59,192.34,200.86]
[3152,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",12.33,1.52,1.9,13.85,14.23]
[3153,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[3154,null,"  ค่าปูผิวคอนกรีต","ตรม.",7.66,1.92,2.41,9.59,10.07]
[3155,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",19.559999999999999,2.4500000000000002,3.06,22.01,22.62]
[3156,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",10.85,2.34,2.92,13.19,13.77]
[3157,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",6.83,0.71,0.88,7.54,7.72]
[3158,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[3159,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",33.130000000000003,11.03,13.78,44.15,46.91]
[3160,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",34.17,3.53,4.41,37.700000000000003,38.58]
[3161,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",36.44,11.03,13.78,47.47,50.22]
[3162,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",34.17,3.53,4.41,37.700000000000003,38.58]
[3163,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[3164,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",23.71,10.73,13.41,34.44,37.119999999999997]
[3165,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",29.64,13.41,16.760000000000002,43.05,46.4]
[3166,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",39.520000000000003,17.88,22.34,57.4,61.87]
[3167,17,"งาน Slurry Seal","ตรม.",9.56,1.93,2.41,11.49,11.97]
[3168,18,"งาน Fog  Spray","ตรม.",2.2200000000000002,0.36,0.45,2.58,2.67]
[3169,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[3170,null,"ขุดลึก  3  ซม.","ตรม.",36.43,5.56,6.94,41.98,43.37]
[3171,null,"ขุดลึก  4  ซม.","ตรม.",48.37,7.06,8.82,55.42,57.19]
[3172,null,"ขุดลึก  5  ซม.","ตรม.",58.5,7.75,9.68,66.25,68.180000000000007]
[3173,null,"ขุดลึก  6  ซม.","ตรม.",70.83,8.59,10.74,79.42,81.569999999999993]
[3174,20,"งาน Milling",null,0,0,0,0,0]
[3175,null,"ขุดลึก  5  ซม.","ตร.ม.",10.119999999999999,1.72,2.15,11.84,12.27]
[3176,null,"ขุดลึก  10  ซม.","ตร.ม.",11.81,2,2.5,13.81,14.31]
[3201,1,"งานถางป่าขุดตอ",null,0,0,0,0,0]
[3202,null,"  ขนาดเบา","ตรม.",1.1599999999999999,0.16,0.19,1.32,1.36]
[3203,null,"  ขนาดกลาง","ตรม.",2.7,0.46,0.57999999999999996,3.16,3.28]
[3204,null,"  ขนาดหนัก","ตรม.",4.13,0.66,0.83,4.79,4.96]
[3205,2,"งานดินคันทาง",null,0,0,0,0,0]
[3206,null,"  ขุด - ขน","ลบม.  หลวม",16.27,3.47,4.34,19.739999999999998,20.61]
[3207,null,"  บดทับ","ลบม.  แน่น",29.42,7.92,9.9,37.340000000000003,39.32]
[3208,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[3209,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",16.25,2.93,3.66,19.190000000000001,19.920000000000002]
[3210,null,"         - ตัก","ลบม.  หลวม",6.02,1.7,2.13,7.72,8.15]
[3211,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",28.64,3.34,4.18,31.98,32.82]
[3212,null,"         - ดันและตัก","ลบม.  หลวม",33.97,5.04,6.3,39.01,40.26]
[3213,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",46.7,4.66,5.82,51.36,52.52]
[3214,null,"         - ดันและตัก","ลบม.  หลวม",58.42,19,23.75,77.42,82.17]
[3215,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[3216,null,"  ขุด - ขน","ลบม.  หลวม",23.13,6.36,7.95,29.49,31.08]
[3217,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",6.8,1.01,1.27,7.82,8.07]
[3218,null,"  บดทับ","ลบม.  แน่น",35.31,9.5,11.88,44.81,47.19]
[3219,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[3220,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",12.8,1.91,2.38,14.71,15.18]
[3221,null,"  บดทับ","ลบม.  แน่น",41.5,15.33,19.16,56.83,60.66]
[3222,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[3223,null,"  ผสม ( Blend )","ลบม.  แน่น",14.82,2.91,3.64,17.73,18.46]
[3224,null,"  บดทับ","ลบม.  แน่น",51.36,19.100000000000001,23.87,70.45,75.23]
[3225,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",5.48,1.3,1.63,6.78,7.11]
[3226,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[3227,null,"  ลูกรัง 10 ซม.","ตรม.",7.31,1.51,1.89,8.82,9.1999999999999993]
[3228,null,"  หินคลุก 10 ซม.","ตรม.",8.92,2.4700000000000002,3.09,11.39,12.01]
[3229,null,"  ผิว AC 5  ซม.","ตรม.",7.95,1.25,1.56,9.1999999999999993,9.51]
[3230,9,"งานราดยางไพรม์โค้ต","ตรม.",6.23,0.54,0.68,6.77,6.9]
[3231,10,"งานราดยางแทคโค้ต","ตรม.",5.66,0.77,0.96,6.44,6.63]
[3232,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[3233,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",13.32,1.94,2.4300000000000002,15.26,15.74]
[3234,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",18.399999999999999,2.68,3.35,21.08,21.75]
[3235,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",27.36,3.99,4.9800000000000004,31.35,32.340000000000003]
[3236,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",40.07,5.84,7.3,45.91,47.37]
[3237,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[3238,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.5,0.49,0.61,1.99,2.11]
[3239,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",2.08,0.68,0.84,2.75,2.92]
[3240,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",3.09,1,1.26,4.09,4.34]
[3241,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",4.5199999999999996,1.47,1.84,5.99,6.36]
[3242,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[3243,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",385.74,16.77,20.97,402.51,406.7]
[3244,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[3245,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[3246,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[3247,null,"     บนผิวไพรม์โค้ต","ตรม.",11.09,2.56,3.2,13.65,14.29]
[3248,null,"     บนผิวแทคโค้ต","ตรม.",8.5,2.1,2.63,10.6,11.13]
[3249,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[3250,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[3251,null,"  ค่าผสมคอนกรีต","ลบม.",161.72999999999999,34.07,42.59,195.8,204.32]
[3252,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",12.61,1.52,1.9,14.12,14.5]
[3253,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[3254,null,"  ค่าปูผิวคอนกรีต","ตรม.",7.71,1.92,2.41,9.64,10.119999999999999]
[3255,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",19.8,2.4500000000000002,3.06,22.26,22.87]
[3256,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",11.08,2.34,2.92,13.41,14]
[3257,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",6.97,0.71,0.88,7.68,7.85]
[3258,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[3259,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",33.53,11.03,13.78,44.56,47.31]
[3260,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",34.85,3.53,4.41,38.380000000000003,39.26]
[3261,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",36.89,11.03,13.78,47.91,50.67]
[3262,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",34.85,3.53,4.41,38.380000000000003,39.26]
[3263,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[3264,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",23.85,10.73,13.41,34.58,37.26]
[3265,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",29.82,13.41,16.760000000000002,43.23,46.58]
[3266,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",39.76,17.88,22.34,57.63,62.1]
[3267,17,"งาน Slurry Seal","ตรม.",9.73,1.93,2.41,11.66,12.15]
[3268,18,"งาน Fog  Spray","ตรม.",2.2599999999999998,0.36,0.45,2.62,2.71]
[3269,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[3270,null,"ขุดลึก  3  ซม.","ตรม.",36.75,5.56,6.94,42.31,43.69]
[3271,null,"ขุดลึก  4  ซม.","ตรม.",48.75,7.06,8.82,55.81,57.57]
[3272,null,"ขุดลึก  5  ซม.","ตรม.",58.96,7.75,9.68,66.709999999999994,68.650000000000006]
[3273,null,"ขุดลึก  6  ซม.","ตรม.",71.400000000000006,8.59,10.74,79.989999999999995,82.14]
[3274,20,"งาน Milling",null,0,0,0,0,0]
[3275,null,"ขุดลึก  5  ซม.","ตร.ม.",10.32,1.72,2.15,12.03,12.46]
[3276,null,"ขุดลึก  10  ซม.","ตร.ม.",12.04,2,2.5,14.04,14.54]
[3301,1,"งานถางป่าขุดตอ",null,0,0,0,0,0]
[3302,null,"  ขนาดเบา","ตรม.",1.17,0.16,0.19,1.33,1.37]
[3303,null,"  ขนาดกลาง","ตรม.",2.73,0.46,0.57999999999999996,3.2,3.31]
[3304,null,"  ขนาดหนัก","ตรม.",4.18,0.66,0.83,4.84,5.01]
[3305,2,"งานดินคันทาง",null,0,0,0,0,0]
[3306,null,"  ขุด - ขน","ลบม.  หลวม",16.48,3.47,4.34,19.96,20.82]
[3307,null,"  บดทับ","ลบม.  แน่น",29.88,7.92,9.9,37.79,39.770000000000003]
[3308,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[3309,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",16.440000000000001,2.93,3.66,19.37,20.11]
[3310,null,"         - ตัก","ลบม.  หลวม",6.1,1.7,2.13,7.8,8.23]
[3311,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",29.03,3.34,4.18,32.369999999999997,33.200000000000003]
[3312,null,"         - ดันและตัก","ลบม.  หลวม",34.42,5.04,6.3,39.450000000000003,40.71]
[3313,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",47.13,4.66,5.82,51.79,52.95]
[3314,null,"         - ดันและตัก","ลบม.  หลวม",59.37,19,23.75,78.37,83.12]
[3315,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[3316,null,"  ขุด - ขน","ลบม.  หลวม",23.43,6.36,7.95,29.79,31.38]
[3317,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",6.89,1.01,1.27,7.9,8.15]
[3318,null,"  บดทับ","ลบม.  แน่น",35.85,9.5,11.88,45.35,47.73]
[3319,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[3320,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",12.96,1.91,2.38,14.86,15.34]
[3321,null,"  บดทับ","ลบม.  แน่น",42.13,15.33,19.16,57.45,61.29]
[3322,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[3323,null,"  ผสม ( Blend )","ลบม.  แน่น",14.96,2.91,3.64,17.87,18.600000000000001]
[3324,null,"  บดทับ","ลบม.  แน่น",52.13,19.100000000000001,23.87,71.23,76.010000000000005]
[3325,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",5.56,1.3,1.63,6.86,7.19]
[3326,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[3327,null,"  ลูกรัง 10 ซม.","ตรม.",7.41,1.51,1.89,8.92,9.3000000000000007]
[3328,null,"  หินคลุก 10 ซม.","ตรม.",9.0399999999999991,2.4700000000000002,3.09,11.51,12.13]
[3329,null,"  ผิว AC 5  ซม.","ตรม.",8.0500000000000007,1.25,1.56,9.2899999999999991,9.61]
[3330,9,"งานราดยางไพรม์โค้ต","ตรม.",6.36,0.54,0.68,6.9,7.03]
[3331,10,"งานราดยางแทคโค้ต","ตรม.",5.78,0.77,0.96,6.56,6.75]
[3332,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[3333,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",13.58,1.94,2.4300000000000002,15.52,16]
[3334,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",18.760000000000002,2.68,3.35,21.44,22.11]
[3335,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",27.89,3.99,4.9800000000000004,31.88,32.880000000000003]
[3336,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",40.85,5.84,7.3,46.69,48.15]
[3337,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[3338,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.52,0.49,0.61,2.0099999999999998,2.13]
[3339,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",2.1,0.68,0.84,2.78,2.94]
[3340,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",3.12,1,1.26,4.13,4.38]
[3341,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",4.57,1.47,1.84,6.05,6.41]
[3342,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[3343,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",396.52,16.77,20.97,413.29,417.49]
[3344,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[3345,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[3346,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[3347,null,"     บนผิวไพรม์โค้ต","ตรม.",11.26,2.56,3.2,13.81,14.45]
[3348,null,"     บนผิวแทคโค้ต","ตรม.",8.61,2.1,2.63,10.71,11.24]
[3349,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[3350,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[3351,null,"  ค่าผสมคอนกรีต","ลบม.",165.2,34.07,42.59,199.27,207.79]
[3352,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",12.88,1.52,1.9,14.4,14.78]
[3353,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[3354,null,"  ค่าปูผิวคอนกรีต","ตรม.",7.76,1.92,2.41,9.68,10.17]
[3355,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",20.05,2.4500000000000002,3.06,22.5,23.11]
[3356,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",11.3,2.34,2.92,13.64,14.22]
[3357,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",7.11,0.71,0.88,7.81,7.99]
[3358,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[3359,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",33.93,11.03,13.78,44.96,47.72]
[3360,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",35.53,3.53,4.41,39.049999999999997,39.94]
[3361,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",37.33,11.03,13.78,48.35,51.11]
[3362,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",35.53,3.53,4.41,39.049999999999997,39.94]
[3363,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[3364,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",24,10.73,13.41,34.72,37.4]
[3365,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",30,13.41,16.760000000000002,43.4,46.75]
[3366,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",39.99,17.88,22.34,57.87,62.34]
[3367,17,"งาน Slurry Seal","ตรม.",9.91,1.93,2.41,11.84,12.32]
[3368,18,"งาน Fog  Spray","ตรม.",2.31,0.36,0.45,2.67,2.76]
[3369,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[3370,null,"ขุดลึก  3  ซม.","ตรม.",37.07,5.56,6.94,42.63,44.02]
[3371,null,"ขุดลึก  4  ซม.","ตรม.",49.13,7.06,8.82,56.19,57.95]
[3372,null,"ขุดลึก  5  ซม.","ตรม.",59.43,7.75,9.68,67.180000000000007,69.12]
[3373,null,"ขุดลึก  6  ซม.","ตรม.",71.97,8.59,10.74,80.56,82.71]
[3374,20,"งาน Milling",null,0,0,0,0,0]
[3375,null,"ขุดลึก  5  ซม.","ตร.ม.",10.51,1.72,2.15,12.23,12.66]
[3376,null,"ขุดลึก  10  ซม.","ตร.ม.",12.26,2,2.5,14.26,14.77]
[3401,1,"งานถางป่าขุดตอ",null,0,0,0,0,0]
[3402,null,"  ขนาดเบา","ตรม.",1.19,0.16,0.19,1.34,1.38]
[3403,null,"  ขนาดกลาง","ตรม.",2.77,0.46,0.57999999999999996,3.23,3.34]
[3404,null,"  ขนาดหนัก","ตรม.",4.24,0.66,0.83,4.9000000000000004,5.0599999999999996]
[3405,2,"งานดินคันทาง",null,0,0,0,0,0]
[3406,null,"  ขุด - ขน","ลบม.  หลวม",16.7,3.47,4.34,20.170000000000002,21.04]
[3407,null,"  บดทับ","ลบม.  แน่น",30.33,7.92,9.9,38.24,40.22]
[3408,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[3409,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",16.63,2.93,3.66,19.559999999999999,20.29]
[3410,null,"         - ตัก","ลบม.  หลวม",6.18,1.7,2.13,7.88,8.31]
[3411,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",29.41,3.34,4.18,32.76,33.590000000000003]
[3412,null,"         - ดันและตัก","ลบม.  หลวม",34.86,5.04,6.3,39.9,41.16]
[3413,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",47.56,4.66,5.82,52.22,53.39]
[3414,null,"         - ดันและตัก","ลบม.  หลวม",60.31,19,23.75,79.31,84.06]
[3415,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[3416,null,"  ขุด - ขน","ลบม.  หลวม",23.73,6.36,7.95,30.1,31.69]
[3417,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",6.97,1.01,1.27,7.98,8.23]
[3418,null,"  บดทับ","ลบม.  แน่น",36.39,9.5,11.88,45.89,48.27]
[3419,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[3420,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",13.11,1.91,2.38,15.02,15.5]
[3421,null,"  บดทับ","ลบม.  แน่น",42.75,15.33,19.16,58.08,61.91]
[3422,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[3423,null,"  ผสม ( Blend )","ลบม.  แน่น",15.11,2.91,3.64,18.02,18.739999999999998]
[3424,null,"  บดทับ","ลบม.  แน่น",52.91,19.100000000000001,23.87,72.010000000000005,76.78]
[3425,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",5.63,1.3,1.63,6.94,7.26]
[3426,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[3427,null,"  ลูกรัง 10 ซม.","ตรม.",7.51,1.51,1.89,9.02,9.4]
[3428,null,"  หินคลุก 10 ซม.","ตรม.",9.16,2.4700000000000002,3.09,11.64,12.25]
[3429,null,"  ผิว AC 5  ซม.","ตรม.",8.15,1.25,1.56,9.39,9.6999999999999993]
[3430,9,"งานราดยางไพรม์โค้ต","ตรม.",6.49,0.54,0.68,7.03,7.16]
[3431,10,"งานราดยางแทคโค้ต","ตรม.",5.9,0.77,0.96,6.68,6.87]
[3432,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[3433,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",13.84,1.94,2.4300000000000002,15.78,16.260000000000002]
[3434,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",19.12,2.68,3.35,21.8,22.47]
[3435,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",28.43,3.99,4.9800000000000004,32.409999999999997,33.409999999999997]
[3436,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",41.63,5.84,7.3,47.47,48.93]
[3437,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[3438,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.54,0.49,0.61,2.0299999999999998,2.15]
[3439,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",2.13,0.68,0.84,2.8,2.97]
[3440,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",3.16,1,1.26,4.16,4.42]
[3441,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",4.63,1.47,1.84,6.1,6.47]
[3442,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[3443,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",407.31,16.77,20.97,424.08,428.27]
[3444,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[3445,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[3446,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[3447,null,"     บนผิวไพรม์โค้ต","ตรม.",11.42,2.56,3.2,13.98,14.62]
[3448,null,"     บนผิวแทคโค้ต","ตรม.",8.7200000000000006,2.1,2.63,10.82,11.35]
[3449,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[3450,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[3451,null,"  ค่าผสมคอนกรีต","ลบม.",168.66,34.07,42.59,202.73,211.25]
[3452,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",13.16,1.52,1.9,14.68,15.06]
[3453,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[3454,null,"  ค่าปูผิวคอนกรีต","ตรม.",7.81,1.92,2.41,9.73,10.210000000000001]
[3455,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",20.29,2.4500000000000002,3.06,22.74,23.36]
[3456,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",11.52,2.34,2.92,13.86,14.44]
[3457,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",7.24,0.71,0.88,7.95,8.1199999999999992]
[3458,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[3459,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",34.340000000000003,11.03,13.78,45.36,48.12]
[3460,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",36.200000000000003,3.53,4.41,39.729999999999997,40.61]
[3461,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",37.770000000000003,11.03,13.78,48.8,51.55]
[3462,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",36.200000000000003,3.53,4.41,39.729999999999997,40.61]
[3463,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[3464,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",24.14,10.73,13.41,34.86,37.549999999999997]
[3465,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",30.17,13.41,16.760000000000002,43.58,46.93]
[3466,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",40.229999999999997,17.88,22.34,58.11,62.58]
[3467,17,"งาน Slurry Seal","ตรม.",10.08,1.93,2.41,12.01,12.49]
[3468,18,"งาน Fog  Spray","ตรม.",2.35,0.36,0.45,2.71,2.8]
[3469,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[3470,null,"ขุดลึก  3  ซม.","ตรม.",37.4,5.56,6.94,42.95,44.34]
[3471,null,"ขุดลึก  4  ซม.","ตรม.",49.51,7.06,8.82,56.57,58.33]
[3472,null,"ขุดลึก  5  ซม.","ตรม.",59.9,7.75,9.68,67.64,69.58]
[3473,null,"ขุดลึก  6  ซม.","ตรม.",72.540000000000006,8.59,10.74,81.13,83.27]
[3474,20,"งาน Milling",null,0,0,0,0,0]
[3475,null,"ขุดลึก  5  ซม.","ตร.ม.",10.7,1.72,2.15,12.42,12.85]
[3476,null,"ขุดลึก  10  ซม.","ตร.ม.",12.49,2,2.5,14.49,14.99]
[3501,1,"งานถางป่าขุดตอ",null,0,0,0,0,0]
[3502,null,"  ขนาดเบา","ตรม.",1.2,0.16,0.19,1.36,1.39]
[3503,null,"  ขนาดกลาง","ตรม.",2.8,0.46,0.57999999999999996,3.26,3.38]
[3504,null,"  ขนาดหนัก","ตรม.",4.29,0.66,0.83,4.95,5.1100000000000003]
[3505,2,"งานดินคันทาง",null,0,0,0,0,0]
[3506,null,"  ขุด - ขน","ลบม.  หลวม",16.920000000000002,3.47,4.34,20.39,21.26]
[3507,null,"  บดทับ","ลบม.  แน่น",30.78,7.92,9.9,38.700000000000003,40.68]
[3508,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[3509,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",16.82,2.93,3.66,19.75,20.48]
[3510,null,"         - ตัก","ลบม.  หลวม",6.26,1.7,2.13,7.96,8.39]
[3511,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",29.8,3.34,4.18,33.14,33.979999999999997]
[3512,null,"         - ดันและตัก","ลบม.  หลวม",35.31,5.04,6.3,40.35,41.61]
[3513,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",47.99,4.66,5.82,52.65,53.82]
[3514,null,"         - ดันและตัก","ลบม.  หลวม",61.26,19,23.75,80.260000000000005,85.01]
[3515,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[3516,null,"  ขุด - ขน","ลบม.  หลวม",24.04,6.36,7.95,30.4,31.99]
[3517,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",7.05,1.01,1.27,8.06,8.32]
[3518,null,"  บดทับ","ลบม.  แน่น",36.93,9.5,11.88,46.43,48.81]
[3519,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[3520,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",13.27,1.91,2.38,15.18,15.65]
[3521,null,"  บดทับ","ลบม.  แน่น",43.37,15.33,19.16,58.7,62.53]
[3522,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[3523,null,"  ผสม ( Blend )","ลบม.  แน่น",15.25,2.91,3.64,18.16,18.89]
[3524,null,"  บดทับ","ลบม.  แน่น",53.69,19.100000000000001,23.87,72.790000000000006,77.56]
[3525,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",5.71,1.3,1.63,7.01,7.34]
[3526,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[3527,null,"  ลูกรัง 10 ซม.","ตรม.",7.61,1.51,1.89,9.1199999999999992,9.5]
[3528,null,"  หินคลุก 10 ซม.","ตรม.",9.2899999999999991,2.4700000000000002,3.09,11.76,12.38]
[3529,null,"  ผิว AC 5  ซม.","ตรม.",8.24,1.25,1.56,9.49,9.8000000000000007]
[3530,9,"งานราดยางไพรม์โค้ต","ตรม.",6.62,0.54,0.68,7.16,7.29]
[3531,10,"งานราดยางแทคโค้ต","ตรม.",6.02,0.77,0.96,6.79,6.99]
[3532,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[3533,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",14.1,1.94,2.4300000000000002,16.04,16.52]
[3534,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",19.48,2.68,3.35,22.16,22.83]
[3535,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",28.96,3.99,4.9800000000000004,32.950000000000003,33.94]
[3536,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",42.42,5.84,7.3,48.26,49.71]
[3537,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[3538,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.56,0.49,0.61,2.0499999999999998,2.17]
[3539,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",2.15,0.68,0.84,2.83,2.99]
[3540,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",3.2,1,1.26,4.2,4.45]
[3541,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",4.68,1.47,1.84,6.15,6.52]
[3542,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[3543,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",418.09,16.77,20.97,434.86,439.05]
[3544,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[3545,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[3546,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[3547,null,"     บนผิวไพรม์โค้ต","ตรม.",11.59,2.56,3.2,14.14,14.78]
[3548,null,"     บนผิวแทคโค้ต","ตรม.",8.83,2.1,2.63,10.93,11.46]
[3549,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[3550,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[3551,null,"  ค่าผสมคอนกรีต","ลบม.",172.13,34.07,42.59,206.2,214.71]
[3552,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",13.43,1.52,1.9,14.95,15.33]
[3553,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[3554,null,"  ค่าปูผิวคอนกรีต","ตรม.",7.86,1.92,2.41,9.7799999999999994,10.26]
[3555,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",20.54,2.4500000000000002,3.06,22.99,23.6]
[3556,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",11.75,2.34,2.92,14.08,14.67]
[3557,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",7.38,0.71,0.88,8.08,8.26]
[3558,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[3559,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",34.74,11.03,13.78,45.76,48.52]
[3560,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",36.880000000000003,3.53,4.41,40.409999999999997,41.29]
[3561,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",38.21,11.03,13.78,49.24,51.99]
[3562,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",36.880000000000003,3.53,4.41,40.409999999999997,41.29]
[3563,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[3564,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",24.28,10.73,13.41,35.01,37.69]
[3565,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",30.35,13.41,16.760000000000002,43.76,47.11]
[3566,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",40.47,17.88,22.34,58.34,62.81]
[3567,17,"งาน Slurry Seal","ตรม.",10.25,1.93,2.41,12.18,12.66]
[3568,18,"งาน Fog  Spray","ตรม.",2.39,0.36,0.45,2.76,2.85]
[3569,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[3570,null,"ขุดลึก  3  ซม.","ตรม.",37.72,5.56,6.94,43.28,44.66]
[3571,null,"ขุดลึก  4  ซม.","ตรม.",49.9,7.06,8.82,56.95,58.72]
[3572,null,"ขุดลึก  5  ซม.","ตรม.",60.36,7.75,9.68,68.11,70.05]
[3573,null,"ขุดลึก  6  ซม.","ตรม.",73.099999999999994,8.59,10.74,81.69,83.84]
[3574,20,"งาน Milling",null,0,0,0,0,0]
[3575,null,"ขุดลึก  5  ซม.","ตร.ม.",10.9,1.72,2.15,12.61,13.04]
[3576,null,"ขุดลึก  10  ซม.","ตร.ม.",12.71,2,2.5,14.72,15.22]
[3601,1,"งานถางป่าขุดตอ",null,0,0,0,0,0]
[3602,null,"  ขนาดเบา","ตรม.",1.21,0.16,0.19,1.37,1.41]
[3603,null,"  ขนาดกลาง","ตรม.",2.83,0.46,0.57999999999999996,3.29,3.41]
[3604,null,"  ขนาดหนัก","ตรม.",4.34,0.66,0.83,5,5.17]
[3605,2,"งานดินคันทาง",null,0,0,0,0,0]
[3606,null,"  ขุด - ขน","ลบม.  หลวม",17.13,3.47,4.34,20.6,21.47]
[3607,null,"  บดทับ","ลบม.  แน่น",31.23,7.92,9.9,39.15,41.13]
[3608,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[3609,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",17.010000000000002,2.93,3.66,19.940000000000001,20.67]
[3610,null,"         - ตัก","ลบม.  หลวม",6.34,1.7,2.13,8.0500000000000007,8.4700000000000006]
[3611,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",30.19,3.34,4.18,33.53,34.36]
[3612,null,"         - ดันและตัก","ลบม.  หลวม",35.76,5.04,6.3,40.799999999999997,42.06]
[3613,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",48.43,4.66,5.82,53.09,54.25]
[3614,null,"         - ดันและตัก","ลบม.  หลวม",62.21,19,23.75,81.209999999999994,85.96]
[3615,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[3616,null,"  ขุด - ขน","ลบม.  หลวม",24.34,6.36,7.95,30.7,32.29]
[3617,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",7.13,1.01,1.27,8.15,8.4]
[3618,null,"  บดทับ","ลบม.  แน่น",37.47,9.5,11.88,46.98,49.35]
[3619,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[3620,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",13.43,1.91,2.38,15.33,15.81]
[3621,null,"  บดทับ","ลบม.  แน่น",44,15.33,19.16,59.32,63.16]
[3622,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[3623,null,"  ผสม ( Blend )","ลบม.  แน่น",15.39,2.91,3.64,18.3,19.03]
[3624,null,"  บดทับ","ลบม.  แน่น",54.46,19.100000000000001,23.87,73.56,78.34]
[3625,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",5.79,1.3,1.63,7.09,7.42]
[3626,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[3627,null,"  ลูกรัง 10 ซม.","ตรม.",7.71,1.51,1.89,9.2200000000000006,9.6]
[3628,null,"  หินคลุก 10 ซม.","ตรม.",9.41,2.4700000000000002,3.09,11.88,12.5]
[3629,null,"  ผิว AC 5  ซม.","ตรม.",8.34,1.25,1.56,9.59,9.9]
[3630,9,"งานราดยางไพรม์โค้ต","ตรม.",6.74,0.54,0.68,7.28,7.42]
[3631,10,"งานราดยางแทคโค้ต","ตรม.",6.14,0.77,0.96,6.91,7.11]
[3632,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[3633,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",14.36,1.94,2.4300000000000002,16.3,16.78]
[3634,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",19.84,2.68,3.35,22.52,23.19]
[3635,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",29.5,3.99,4.9800000000000004,33.479999999999997,34.479999999999997]
[3636,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",43.2,5.84,7.3,49.04,50.5]
[3637,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[3638,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.57,0.49,0.61,2.06,2.19]
[3639,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",2.1800000000000002,0.68,0.84,2.85,3.02]
[3640,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",3.23,1,1.26,4.24,4.49]
[3641,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",4.74,1.47,1.84,6.21,6.58]
[3642,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[3643,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",428.87,16.77,20.97,445.64,449.84]
[3644,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[3645,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[3646,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[3647,null,"     บนผิวไพรม์โค้ต","ตรม.",11.75,2.56,3.2,14.31,14.95]
[3648,null,"     บนผิวแทคโค้ต","ตรม.",8.94,2.1,2.63,11.04,11.57]
[3649,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[3650,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[3651,null,"  ค่าผสมคอนกรีต","ลบม.",175.59,34.07,42.59,209.66,218.18]
[3652,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",13.71,1.52,1.9,15.23,15.61]
[3653,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[3654,null,"  ค่าปูผิวคอนกรีต","ตรม.",7.9,1.92,2.41,9.83,10.31]
[3655,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",20.78,2.4500000000000002,3.06,23.23,23.85]
[3656,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",11.97,2.34,2.92,14.31,14.89]
[3657,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",7.51,0.71,0.88,8.2200000000000006,8.39]
[3658,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[3659,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",35.14,11.03,13.78,46.17,48.92]
[3660,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",37.56,3.53,4.41,41.08,41.97]
[3661,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",38.659999999999997,11.03,13.78,49.68,52.44]
[3662,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",37.56,3.53,4.41,41.08,41.97]
[3663,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[3664,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",24.42,10.73,13.41,35.15,37.83]
[3665,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",30.53,13.41,16.760000000000002,43.93,47.29]
[3666,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",40.700000000000003,17.88,22.34,58.58,63.05]
[3667,17,"งาน Slurry Seal","ตรม.",10.42,1.93,2.41,12.35,12.84]
[3668,18,"งาน Fog  Spray","ตรม.",2.44,0.36,0.45,2.8,2.89]
[3669,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[3670,null,"ขุดลึก  3  ซม.","ตรม.",38.04,5.56,6.94,43.6,44.99]
[3671,null,"ขุดลึก  4  ซม.","ตรม.",50.28,7.06,8.82,57.33,59.1]
[3672,null,"ขุดลึก  5  ซม.","ตรม.",60.83,7.75,9.68,68.58,70.510000000000005]
[3673,null,"ขุดลึก  6  ซม.","ตรม.",73.67,8.59,10.74,82.26,84.41]
[3674,20,"งาน Milling",null,0,0,0,0,0]
[3675,null,"ขุดลึก  5  ซม.","ตร.ม.",11.09,1.72,2.15,12.81,13.24]
[3676,null,"ขุดลึก  10  ซม.","ตร.ม.",12.94,2,2.5,14.94,15.44]
[3701,1,"งานถางป่าขุดตอ",null,0,0,0,0,0]
[3702,null,"  ขนาดเบา","ตรม.",1.23,0.16,0.19,1.38,1.42]
[3703,null,"  ขนาดกลาง","ตรม.",2.86,0.46,0.57999999999999996,3.32,3.44]
[3704,null,"  ขนาดหนัก","ตรม.",4.3899999999999997,0.66,0.83,5.05,5.22]
[3705,2,"งานดินคันทาง",null,0,0,0,0,0]
[3706,null,"  ขุด - ขน","ลบม.  หลวม",17.350000000000001,3.47,4.34,20.82,21.69]
[3707,null,"  บดทับ","ลบม.  แน่น",31.68,7.92,9.9,39.6,41.58]
[3708,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[3709,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",17.190000000000001,2.93,3.66,20.12,20.86]
[3710,null,"         - ตัก","ลบม.  หลวม",6.43,1.7,2.13,8.1300000000000008,8.5500000000000007]
[3711,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",30.57,3.34,4.18,33.909999999999997,34.75]
[3712,null,"         - ดันและตัก","ลบม.  หลวม",36.21,5.04,6.3,41.25,42.51]
[3713,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",48.86,4.66,5.82,53.52,54.68]
[3714,null,"         - ดันและตัก","ลบม.  หลวม",63.16,19,23.75,82.16,86.91]
[3715,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[3716,null,"  ขุด - ขน","ลบม.  หลวม",24.64,6.36,7.95,31.01,32.6]
[3717,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",7.22,1.01,1.27,8.23,8.48]
[3718,null,"  บดทับ","ลบม.  แน่น",38.01,9.5,11.88,47.52,49.89]
[3719,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[3720,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",13.58,1.91,2.38,15.49,15.96]
[3721,null,"  บดทับ","ลบม.  แน่น",44.62,15.33,19.16,59.95,63.78]
[3722,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[3723,null,"  ผสม ( Blend )","ลบม.  แน่น",15.53,2.91,3.64,18.440000000000001,19.170000000000002]
[3724,null,"  บดทับ","ลบม.  แน่น",55.24,19.100000000000001,23.87,74.34,79.12]
[3725,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",5.86,1.3,1.63,7.17,7.49]
[3726,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[3727,null,"  ลูกรัง 10 ซม.","ตรม.",7.81,1.51,1.89,9.32,9.6999999999999993]
[3728,null,"  หินคลุก 10 ซม.","ตรม.",9.5299999999999994,2.4700000000000002,3.09,12.01,12.62]
[3729,null,"  ผิว AC 5  ซม.","ตรม.",8.44,1.25,1.56,9.68,10]
[3730,9,"งานราดยางไพรม์โค้ต","ตรม.",6.87,0.54,0.68,7.41,7.55]
[3731,10,"งานราดยางแทคโค้ต","ตรม.",6.26,0.77,0.96,7.03,7.23]
[3732,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[3733,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",14.62,1.94,2.4300000000000002,16.559999999999999,17.04]
[3734,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",20.2,2.68,3.35,22.88,23.55]
[3735,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",30.03,3.99,4.9800000000000004,34.020000000000003,35.01]
[3736,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",43.98,5.84,7.3,49.82,51.28]
[3737,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[3738,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.59,0.49,0.61,2.08,2.2000000000000002]
[3739,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",2.2000000000000002,0.68,0.84,2.88,3.04]
[3740,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",3.27,1,1.26,4.28,4.53]
[3741,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",4.79,1.47,1.84,6.26,6.63]
[3742,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[3743,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",439.66,16.77,20.97,456.43,460.62]
[3744,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[3745,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[3746,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[3747,null,"     บนผิวไพรม์โค้ต","ตรม.",11.92,2.56,3.2,14.48,15.12]
[3748,null,"     บนผิวแทคโค้ต","ตรม.",9.0500000000000007,2.1,2.63,11.15,11.68]
[3749,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[3750,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[3751,null,"  ค่าผสมคอนกรีต","ลบม.",179.05,34.07,42.59,213.13,221.64]
[3752,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",13.99,1.52,1.9,15.5,15.88]
[3753,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[3754,null,"  ค่าปูผิวคอนกรีต","ตรม.",7.95,1.92,2.41,9.8800000000000008,10.36]
[3755,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",21.02,2.4500000000000002,3.06,23.48,24.09]
[3756,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",12.2,2.34,2.92,14.53,15.12]
[3757,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",7.65,0.71,0.88,8.35,8.5299999999999994]
[3758,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[3759,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",35.54,11.03,13.78,46.57,49.33]
[3760,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",38.229999999999997,3.53,4.41,41.76,42.64]
[3761,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",39.1,11.03,13.78,50.12,52.88]
[3762,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",38.229999999999997,3.53,4.41,41.76,42.64]
[3763,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[3764,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",24.56,10.73,13.41,35.29,37.97]
[3765,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",30.71,13.41,16.760000000000002,44.11,47.46]
[3766,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",40.94,17.88,22.34,58.82,63.29]
[3767,17,"งาน Slurry Seal","ตรม.",10.6,1.93,2.41,12.53,13.01]
[3768,18,"งาน Fog  Spray","ตรม.",2.48,0.36,0.45,2.84,2.93]
[3769,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[3770,null,"ขุดลึก  3  ซม.","ตรม.",38.369999999999997,5.56,6.94,43.92,45.31]
[3771,null,"ขุดลึก  4  ซม.","ตรม.",50.66,7.06,8.82,57.72,59.48]
[3772,null,"ขุดลึก  5  ซม.","ตรม.",61.29,7.75,9.68,69.040000000000006,70.98]
[3773,null,"ขุดลึก  6  ซม.","ตรม.",74.239999999999995,8.59,10.74,82.83,84.98]
[3774,20,"งาน Milling",null,0,0,0,0,0]
[3775,null,"ขุดลึก  5  ซม.","ตร.ม.",11.29,1.72,2.15,13,13.43]
[3776,null,"ขุดลึก  10  ซม.","ตร.ม.",13.17,2,2.5,15.17,15.67]
[3801,1,"งานถางป่าขุดตอ",null,0,0,0,0,0]
[3802,null,"  ขนาดเบา","ตรม.",1.24,0.16,0.19,1.39,1.43]
[3803,null,"  ขนาดกลาง","ตรม.",2.89,0.46,0.57999999999999996,3.36,3.47]
[3804,null,"  ขนาดหนัก","ตรม.",4.4400000000000004,0.66,0.83,5.0999999999999996,5.27]
[3805,2,"งานดินคันทาง",null,0,0,0,0,0]
[3806,null,"  ขุด - ขน","ลบม.  หลวม",17.559999999999999,3.47,4.34,21.03,21.9]
[3807,null,"  บดทับ","ลบม.  แน่น",32.130000000000003,7.92,9.9,40.049999999999997,42.03]
[3808,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[3809,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",17.38,2.93,3.66,20.309999999999999,21.05]
[3810,null,"         - ตัก","ลบม.  หลวม",6.51,1.7,2.13,8.2100000000000009,8.6300000000000008]
[3811,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",30.96,3.34,4.18,34.299999999999997,35.14]
[3812,null,"         - ดันและตัก","ลบม.  หลวม",36.659999999999997,5.04,6.3,41.7,42.96]
[3813,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",49.29,4.66,5.82,53.95,55.12]
[3814,null,"         - ดันและตัก","ลบม.  หลวม",64.099999999999994,19,23.75,83.1,87.85]
[3815,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[3816,null,"  ขุด - ขน","ลบม.  หลวม",24.95,6.36,7.95,31.31,32.9]
[3817,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",7.3,1.01,1.27,8.31,8.57]
[3818,null,"  บดทับ","ลบม.  แน่น",38.549999999999997,9.5,11.88,48.06,50.43]
[3819,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[3820,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",13.74,1.91,2.38,15.64,16.12]
[3821,null,"  บดทับ","ลบม.  แน่น",45.24,15.33,19.16,60.57,64.400000000000006]
[3822,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[3823,null,"  ผสม ( Blend )","ลบม.  แน่น",15.68,2.91,3.64,18.59,19.309999999999999]
[3824,null,"  บดทับ","ลบม.  แน่น",56.02,19.100000000000001,23.87,75.12,79.89]
[3825,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",5.94,1.3,1.63,7.24,7.57]
[3826,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[3827,null,"  ลูกรัง 10 ซม.","ตรม.",7.91,1.51,1.89,9.42,9.8000000000000007]
[3828,null,"  หินคลุก 10 ซม.","ตรม.",9.66,2.4700000000000002,3.09,12.13,12.75]
[3829,null,"  ผิว AC 5  ซม.","ตรม.",8.5399999999999991,1.25,1.56,9.7799999999999994,10.09]
[3830,9,"งานราดยางไพรม์โค้ต","ตรม.",7,0.54,0.68,7.54,7.68]
[3831,10,"งานราดยางแทคโค้ต","ตรม.",6.38,0.77,0.96,7.15,7.35]
[3832,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[3833,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",14.88,1.94,2.4300000000000002,16.82,17.3]
[3834,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",20.56,2.68,3.35,23.24,23.91]
[3835,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",30.56,3.99,4.9800000000000004,34.549999999999997,35.549999999999997]
[3836,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",44.76,5.84,7.3,50.6,52.06]
[3837,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[3838,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.61,0.49,0.61,2.1,2.2200000000000002]
[3839,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",2.2200000000000002,0.68,0.84,2.9,3.07]
[3840,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",3.31,1,1.26,4.3099999999999996,4.5599999999999996]
[3841,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",4.84,1.47,1.84,6.32,6.68]
[3842,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[3843,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",450.44,16.77,20.97,467.21,471.4]
[3844,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[3845,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[3846,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[3847,null,"     บนผิวไพรม์โค้ต","ตรม.",12.08,2.56,3.2,14.64,15.28]
[3848,null,"     บนผิวแทคโค้ต","ตรม.",9.16,2.1,2.63,11.26,11.79]
[3849,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[3850,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[3851,null,"  ค่าผสมคอนกรีต","ลบม.",182.52,34.07,42.59,216.59,225.11]
[3852,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",14.26,1.52,1.9,15.78,16.16]
[3853,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[3854,null,"  ค่าปูผิวคอนกรีต","ตรม.",8,1.92,2.41,9.92,10.4]
[3855,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",21.27,2.4500000000000002,3.06,23.72,24.33]
[3856,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",12.42,2.34,2.92,14.76,15.34]
[3857,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",7.78,0.71,0.88,8.49,8.66]
[3858,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[3859,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",35.950000000000003,11.03,13.78,46.97,49.73]
[3860,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",38.909999999999997,3.53,4.41,42.44,43.32]
[3861,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",39.54,11.03,13.78,50.57,53.32]
[3862,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",38.909999999999997,3.53,4.41,42.44,43.32]
[3863,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[3864,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",24.71,10.73,13.41,35.43,38.11]
[3865,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",30.88,13.41,16.760000000000002,44.29,47.64]
[3866,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",41.18,17.88,22.34,59.05,63.52]
[3867,17,"งาน Slurry Seal","ตรม.",10.77,1.93,2.41,12.7,13.18]
[3868,18,"งาน Fog  Spray","ตรม.",2.5299999999999998,0.36,0.45,2.89,2.98]
[3869,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[3870,null,"ขุดลึก  3  ซม.","ตรม.",38.69,5.56,6.94,44.25,45.63]
[3871,null,"ขุดลึก  4  ซม.","ตรม.",51.04,7.06,8.82,58.1,59.86]
[3872,null,"ขุดลึก  5  ซม.","ตรม.",61.76,7.75,9.68,69.510000000000005,71.45]
[3873,null,"ขุดลึก  6  ซม.","ตรม.",74.81,8.59,10.74,83.4,85.55]
[3874,20,"งาน Milling",null,0,0,0,0,0]
[3875,null,"ขุดลึก  5  ซม.","ตร.ม.",11.48,1.72,2.15,13.2,13.63]
[3876,null,"ขุดลึก  10  ซม.","ตร.ม.",13.39,2,2.5,15.4,15.9]
[3901,1,"งานถางป่าขุดตอ",null,0,0,0,0,0]
[3902,null,"  ขนาดเบา","ตรม.",1.25,0.16,0.19,1.41,1.44]
[3903,null,"  ขนาดกลาง","ตรม.",2.93,0.46,0.57999999999999996,3.39,3.51]
[3904,null,"  ขนาดหนัก","ตรม.",4.5,0.66,0.83,5.16,5.32]
[3905,2,"งานดินคันทาง",null,0,0,0,0,0]
[3906,null,"  ขุด - ขน","ลบม.  หลวม",17.78,3.47,4.34,21.25,22.12]
[3907,null,"  บดทับ","ลบม.  แน่น",32.58,7.92,9.9,40.5,42.48]
[3908,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[3909,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",17.57,2.93,3.66,20.5,21.23]
[3910,null,"         - ตัก","ลบม.  หลวม",6.59,1.7,2.13,8.2899999999999991,8.7200000000000006]
[3911,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",31.35,3.34,4.18,34.69,35.520000000000003]
[3912,null,"         - ดันและตัก","ลบม.  หลวม",37.11,5.04,6.3,42.14,43.4]
[3913,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",49.72,4.66,5.82,54.38,55.55]
[3914,null,"         - ดันและตัก","ลบม.  หลวม",65.05,19,23.75,84.05,88.8]
[3915,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[3916,null,"  ขุด - ขน","ลบม.  หลวม",25.25,6.36,7.95,31.61,33.21]
[3917,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",7.38,1.01,1.27,8.4,8.65]
[3918,null,"  บดทับ","ลบม.  แน่น",39.1,9.5,11.88,48.6,50.97]
[3919,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[3920,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",13.89,1.91,2.38,15.8,16.27]
[3921,null,"  บดทับ","ลบม.  แน่น",45.87,15.33,19.16,61.19,65.03]
[3922,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[3923,null,"  ผสม ( Blend )","ลบม.  แน่น",15.82,2.91,3.64,18.73,19.46]
[3924,null,"  บดทับ","ลบม.  แน่น",56.8,19.100000000000001,23.87,75.900000000000006,80.67]
[3925,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",6.02,1.3,1.63,7.32,7.65]
[3926,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[3927,null,"  ลูกรัง 10 ซม.","ตรม.",8.01,1.51,1.89,9.52,9.9]
[3928,null,"  หินคลุก 10 ซม.","ตรม.",9.7799999999999994,2.4700000000000002,3.09,12.25,12.87]
[3929,null,"  ผิว AC 5  ซม.","ตรม.",8.6300000000000008,1.25,1.56,9.8800000000000008,10.19]
[3930,9,"งานราดยางไพรม์โค้ต","ตรม.",7.13,0.54,0.68,7.67,7.81]
[3931,10,"งานราดยางแทคโค้ต","ตรม.",6.5,0.77,0.96,7.27,7.47]
[3932,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[3933,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",15.14,1.94,2.4300000000000002,17.079999999999998,17.559999999999999]
[3934,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",20.92,2.68,3.35,23.6,24.27]
[3935,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",31.1,3.99,4.9800000000000004,35.08,36.08]
[3936,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",45.55,5.84,7.3,51.38,52.84]
[3937,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[3938,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.63,0.49,0.61,2.12,2.2400000000000002]
[3939,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",2.25,0.68,0.84,2.93,3.09]
[3940,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",3.35,1,1.26,4.3499999999999996,4.5999999999999996]
[3941,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",4.9000000000000004,1.47,1.84,6.37,6.74]
[3942,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[3943,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",461.22,16.77,20.97,478,482.19]
[3944,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[3945,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[3946,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[3947,null,"     บนผิวไพรม์โค้ต","ตรม.",12.25,2.56,3.2,14.81,15.45]
[3948,null,"     บนผิวแทคโค้ต","ตรม.",9.27,2.1,2.63,11.38,11.9]
[3949,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[3950,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[3951,null,"  ค่าผสมคอนกรีต","ลบม.",185.98,34.07,42.59,220.06,228.57]
[3952,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",14.54,1.52,1.9,16.059999999999999,16.440000000000001]
[3953,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[3954,null,"  ค่าปูผิวคอนกรีต","ตรม.",8.0500000000000007,1.92,2.41,9.9700000000000006,10.45]
[3955,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",21.51,2.4500000000000002,3.06,23.96,24.58]
[3956,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",12.64,2.34,2.92,14.98,15.56]
[3957,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",7.92,0.71,0.88,8.6199999999999992,8.8000000000000007]
[3958,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[3959,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",36.35,11.03,13.78,47.37,50.13]
[3960,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",39.58,3.53,4.41,43.11,43.99]
[3961,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",39.979999999999997,11.03,13.78,51.01,53.77]
[3962,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",39.58,3.53,4.41,43.11,43.99]
[3963,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[3964,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",24.85,10.73,13.41,35.57,38.26]
[3965,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",31.06,13.41,16.760000000000002,44.47,47.82]
[3966,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",41.41,17.88,22.34,59.29,63.76]
[3967,17,"งาน Slurry Seal","ตรม.",10.94,1.93,2.41,12.87,13.35]
[3968,18,"งาน Fog  Spray","ตรม.",2.57,0.36,0.45,2.93,3.02]
[3969,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[3970,null,"ขุดลึก  3  ซม.","ตรม.",39.01,5.56,6.94,44.57,45.96]
[3971,null,"ขุดลึก  4  ซม.","ตรม.",51.42,7.06,8.82,58.48,60.24]
[3972,null,"ขุดลึก  5  ซม.","ตรม.",62.23,7.75,9.68,69.97,71.91]
[3973,null,"ขุดลึก  6  ซม.","ตรม.",75.38,8.59,10.74,83.97,86.12]
[3974,20,"งาน Milling",null,0,0,0,0,0]
[3975,null,"ขุดลึก  5  ซม.","ตร.ม.",11.67,1.72,2.15,13.39,13.82]
[3976,null,"ขุดลึก  10  ซม.","ตร.ม.",13.62,2,2.5,15.62,16.12]
[4001,1,"งานถางป่าขุดตอ",null,0,0,0,0,0,null,40]
[4002,null,"  ขนาดเบา","ตรม.",1.26,0.16,0.19,1.42,1.46]
[4003,null,"  ขนาดกลาง","ตรม.",2.96,0.46,0.57999999999999996,3.42,3.54]
[4004,null,"  ขนาดหนัก","ตรม.",4.55,0.66,0.83,5.21,5.37]
[4005,2,"งานดินคันทาง",null,0,0,0,0,0]
[4006,null,"  ขุด - ขน","ลบม.  หลวม",17.989999999999998,3.47,4.34,21.46,22.33]
[4007,null,"  บดทับ","ลบม.  แน่น",33.03,7.92,9.9,40.950000000000003,42.93]
[4008,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[4009,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",17.760000000000002,2.93,3.66,20.69,21.42]
[4010,null,"         - ตัก","ลบม.  หลวม",6.67,1.7,2.13,8.3699999999999992,8.8000000000000007]
[4011,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",31.37,3.34,4.18,35.07,35.909999999999997]
[4012,null,"         - ดันและตัก","ลบม.  หลวม",37.549999999999997,5.04,6.3,42.59,43.85]
[4013,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",50.16,4.66,5.82,54.82,55.98]
[4014,null,"         - ดันและตัก","ลบม.  หลวม",66,19,23.75,85,89.75]
[4015,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[4016,null,"  ขุด - ขน","ลบม.  หลวม",25.55,6.36,7.95,31.92,33.51]
[4017,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",7.47,1.01,1.27,8.48,8.73]
[4018,null,"  บดทับ","ลบม.  แน่น",39.64,9.5,11.88,49.14,51.52]
[4019,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[4020,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",14.05,1.91,2.38,15.95,16.43]
[4021,null,"  บดทับ","ลบม.  แน่น",46.49,15.33,19.16,61.82,65.650000000000006]
[4022,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[4023,null,"  ผสม ( Blend )","ลบม.  แน่น",15.96,2.91,3.64,18.87,19.600000000000001]
[4024,null,"  บดทับ","ลบม.  แน่น",57.57,19.100000000000001,23.87,76.67,81.45]
[4025,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",6.09,1.3,1.63,7.4,7.72]
[4026,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[4027,null,"  ลูกรัง 10 ซม.","ตรม.",8.11,1.51,1.89,9.6199999999999992,10]
[4028,null,"  หินคลุก 10 ซม.","ตรม.",9.91,2.4700000000000002,3.09,12.38,13]
[4029,null,"  ผิว AC 5  ซม.","ตรม.",8.73,1.25,1.56,9.98,10.29]
[4030,9,"งานราดยางไพรม์โค้ต","ตรม.",7.26,0.54,0.68,7.8,7.93]
[4031,10,"งานราดยางแทคโค้ต","ตรม.",6.62,0.77,0.96,7.39,7.58]
[4032,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[4033,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",15.4,1.94,2.4300000000000002,17.34,17.82]
[4034,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",21.28,2.68,3.35,23.96,24.63]
[4035,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",31.63,3.99,4.9800000000000004,35.619999999999997,36.619999999999997]
[4036,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",46.33,5.84,7.3,52.17,53.63]
[4037,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[4038,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.65,0.49,0.61,2.14,2.2599999999999998]
[4039,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",2.27,0.68,0.84,2.95,3.12]
[4040,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",3.38,1,1.26,4.3899999999999997,4.6399999999999997]
[4041,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",4.95,1.47,1.84,6.43,6.79]
[4042,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[4043,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",472.01,16.77,20.97,488.78,492.97]
[4044,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[4045,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[4046,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[4047,null,"     บนผิวไพรม์โค้ต","ตรม.",12.41,2.56,3.2,14.97,15.61]
[4048,null,"     บนผิวแทคโค้ต","ตรม.",9.3800000000000008,2.1,2.63,11.49,12.01]
[4049,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[4050,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[4051,null,"  ค่าผสมคอนกรีต","ลบม.",189.45,34.07,42.59,223.52,232.04]
[4052,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",14.81,1.52,1.9,16.329999999999998,16.71]
[4053,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[4054,null,"  ค่าปูผิวคอนกรีต","ตรม.",8.09,1.92,2.41,10.02,10.5]
[4055,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",21.76,2.4500000000000002,3.06,24.21,24.82]
[4056,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",12.87,2.34,2.92,15.2,15.79]
[4057,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",8.0500000000000007,0.71,0.88,8.76,8.93]
[4058,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[4059,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",36.75,11.03,13.78,47.78,50.53]
[4060,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",40.26,3.53,4.41,43.79,44.67]
[4061,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",40.43,11.03,13.78,51.45,54.21]
[4062,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",40.26,3.53,4.41,43.79,44.67]
[4063,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[4064,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",24.99,10.73,13.41,35.72,38.4]
[4065,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",31.24,13.41,16.760000000000002,44.64,48]
[4066,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",41.65,17.88,22.34,59.53,64]
[4067,17,"งาน Slurry Seal","ตรม.",11.11,1.93,2.41,13.04,13.53]
[4068,18,"งาน Fog  Spray","ตรม.",2.61,0.36,0.45,2.98,3.07]
[4069,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[4070,null,"ขุดลึก  3  ซม.","ตรม.",39.340000000000003,5.56,6.94,44.89,46.28]
[4071,null,"ขุดลึก  4  ซม.","ตรม.",51.81,7.06,8.82,58.86,60.63]
[4072,null,"ขุดลึก  5  ซม.","ตรม.",62.69,7.75,9.68,70.44,72.38]
[4073,null,"ขุดลึก  6  ซม.","ตรม.",75.95,8.59,10.74,84.54,86.68]
[4074,20,"งาน Milling",null,0,0,0,0,0]
[4075,null,"ขุดลึก  5  ซม.","ตร.ม.",11.87,1.72,2.15,13.58,14.01]
[4076,null,"ขุดลึก  10  ซม.","ตร.ม.",13.85,2,2.5,15.85,16.350000000000001]
[4101,1,"งานถางป่าขุดตอ",null,0,0,0,0,0,null,41]
[4102,null,"  ขนาดเบา","ตรม.",1.28,0.16,0.19,1.43,1.47]
[4103,null,"  ขนาดกลาง","ตรม.",2.99,0.46,0.57999999999999996,3.45,3.57]
[4104,null,"  ขนาดหนัก","ตรม.",4.5999999999999996,0.66,0.83,5.26,5.43]
[4105,2,"งานดินคันทาง",null,0,0,0,0,0]
[4106,null,"  ขุด - ขน","ลบม.  หลวม",18.21,3.47,4.34,21.68,22.55]
[4107,null,"  บดทับ","ลบม.  แน่น",33.479999999999997,7.92,9.9,41.4,43.38]
[4108,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[4109,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",17.940000000000001,2.93,3.66,20.88,21.61]
[4110,null,"         - ตัก","ลบม.  หลวม",6.75,1.7,2.13,8.4499999999999993,8.8800000000000008]
[4111,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",32.119999999999997,3.34,4.18,35.46,36.299999999999997]
[4112,null,"         - ดันและตัก","ลบม.  หลวม",38,5.04,6.3,43.04,44.3]
[4113,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",50.59,4.66,5.82,55.25,56.41]
[4114,null,"         - ดันและตัก","ลบม.  หลวม",66.95,19,23.75,85.95,90.7]
[4115,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[4116,null,"  ขุด - ขน","ลบม.  หลวม",25.86,6.36,7.95,32.22,33.81]
[4117,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",7.55,1.01,1.27,8.56,8.81]
[4118,null,"  บดทับ","ลบม.  แน่น",40.18,9.5,11.88,49.68,52.06]
[4119,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[4120,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",14.2,1.91,2.38,16.11,16.59]
[4121,null,"  บดทับ","ลบม.  แน่น",47.11,15.33,19.16,62.44,66.27]
[4122,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[4123,null,"  ผสม ( Blend )","ลบม.  แน่น",16.11,2.91,3.64,19.010000000000002,19.739999999999998]
[4124,null,"  บดทับ","ลบม.  แน่น",58.35,19.100000000000001,23.87,77.45,82.22]
[4125,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",6.17,1.3,1.63,7.47,7.8]
[4126,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[4127,null,"  ลูกรัง 10 ซม.","ตรม.",8.2100000000000009,1.51,1.89,9.7200000000000006,10.1]
[4128,null,"  หินคลุก 10 ซม.","ตรม.",10.029999999999999,2.4700000000000002,3.09,12.5,13.12]
[4129,null,"  ผิว AC 5  ซม.","ตรม.",8.83,1.25,1.56,10.08,10.39]
[4130,9,"งานราดยางไพรม์โค้ต","ตรม.",7.39,0.54,0.68,7.93,8.06]
[4131,10,"งานราดยางแทคโค้ต","ตรม.",6.74,0.77,0.96,7.51,7.7]
[4132,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[4133,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",15.66,1.94,2.4300000000000002,17.600000000000001,18.079999999999998]
[4134,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",21.63,2.68,3.35,24.32,24.99]
[4135,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",32.17,3.99,4.9800000000000004,36.15,37.15]
[4136,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",47.11,5.84,7.3,52.95,54.41]
[4137,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[4138,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.66,0.49,0.61,2.15,2.2799999999999998]
[4139,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",2.2999999999999998,0.68,0.84,2.98,3.14]
[4140,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",3.42,1,1.26,4.42,4.68]
[4141,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",5.01,1.47,1.84,6.48,6.85]
[4142,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[4143,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",482.76,16.77,20.97,499.56,503.76]
[4144,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[4145,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[4146,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[4147,null,"     บนผิวไพรม์โค้ต","ตรม.",12.58,2.56,3.2,15.14,15.78]
[4148,null,"     บนผิวแทคโค้ต","ตรม.",9.49,2.1,2.63,11.6,12.12]
[4149,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[4150,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[4151,null,"  ค่าผสมคอนกรีต","ลบม.",192.91,34.07,42.59,226.98,235.5]
[4152,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",15.09,1.52,1.9,16.61,16.989999999999998]
[4153,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[4154,null,"  ค่าปูผิวคอนกรีต","ตรม.",8.14,1.92,2.41,10.07,10.55]
[4155,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",22,2.4500000000000002,3.06,24.45,25.07]
[4156,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",13.09,2.34,2.92,15.43,16.010000000000002]
[4157,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",8.19,0.71,0.88,8.89,9.07]
[4158,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[4159,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",37.15,11.03,13.78,48.18,50.94]
[4160,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",40.94,3.53,4.41,44.46,45.35]
[4161,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",40.869999999999997,11.03,13.78,51.9,54.65]
[4162,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",40.94,3.53,4.41,44.46,45.35]
[4163,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[4164,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",25.13,10.73,13.41,35.86,38.54]
[4165,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",31.42,13.41,16.760000000000002,44.82,48.17]
[4166,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",41.89,17.88,22.34,59.76,64.23]
[4167,17,"งาน Slurry Seal","ตรม.",11.29,1.93,2.41,13.22,13.7]
[4168,18,"งาน Fog  Spray","ตรม.",2.66,0.36,0.45,3.02,3.11]
[4169,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[4170,null,"ขุดลึก  3  ซม.","ตรม.",39.659999999999997,5.56,6.94,45.22,46]
[4171,null,"ขุดลึก  4  ซม.","ตรม.",52.19,7.06,8.82,59.24,61.01]
[4172,null,"ขุดลึก  5  ซม.","ตรม.",63.16,7.75,9.68,70.91,72.84]
[4173,null,"ขุดลึก  6  ซม.","ตรม.",76.52,8.59,10.74,85.11,87.25]
[4174,20,"งาน Milling",null,0,0,0,0,0]
[4175,null,"ขุดลึก  5  ซม.","ตร.ม.",12.06,1.72,2.15,13.78,14.21]
[4176,null,"ขุดลึก  10  ซม.","ตร.ม.",14.07,2,2.5,16.07,16.579999999999998]
[4201,1,"งานถางป่าขุดตอ",null,0,0,0,0,0,null,42]
[4202,null,"  ขนาดเบา","ตรม.",1.29,0.16,0.19,1.44,1.48]
[4203,null,"  ขนาดกลาง","ตรม.",3.02,0.46,0.57999999999999996,3.49,3.6]
[4204,null,"  ขนาดหนัก","ตรม.",4.6500000000000004,0.66,0.83,5.31,5.48]
[4205,2,"งานดินคันทาง",null,0,0,0,0,0]
[4206,null,"  ขุด - ขน","ลบม.  หลวม",18.420000000000002,3.47,4.34,21.9,22.76]
[4207,null,"  บดทับ","ลบม.  แน่น",33.93,7.92,9.9,41.85,43.83]
[4208,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[4209,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",18.13,2.93,3.66,21.06,21.8]
[4210,null,"         - ตัก","ลบม.  หลวม",6.83,1.7,2.13,8.5299999999999994,8.9600000000000009]
[4211,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",32.51,3.34,4.18,35.85,36.68]
[4212,null,"         - ดันและตัก","ลบม.  หลวม",38.450000000000003,5.04,6.3,43.49,44.75]
[4213,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",51.02,4.66,5.82,55.68,56.85]
[4214,null,"         - ดันและตัก","ลบม.  หลวม",67.89,19,23.75,86.89,91.64]
[4215,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[4216,null,"  ขุด - ขน","ลบม.  หลวม",26.16,6.36,7.95,32.53,34.119999999999997]
[4217,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",7.63,1.01,1.27,8.64,8.9]
[4218,null,"  บดทับ","ลบม.  แน่น",40.72,9.5,11.88,50.22,52.6]
[4219,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[4220,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",14.36,1.91,2.38,16.27,16.739999999999998]
[4221,null,"  บดทับ","ลบม.  แน่น",47.74,15.33,19.16,63.06,66.900000000000006]
[4222,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[4223,null,"  ผสม ( Blend )","ลบม.  แน่น",16.25,2.91,3.64,19.16,19.89]
[4224,null,"  บดทับ","ลบม.  แน่น",59.13,19.100000000000001,23.87,78.23,83]
[4225,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",6.25,1.3,1.63,7.55,7.88]
[4226,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[4227,null,"  ลูกรัง 10 ซม.","ตรม.",8.31,1.51,1.89,9.82,10.199999999999999]
[4228,null,"  หินคลุก 10 ซม.","ตรม.",10.15,2.4700000000000002,3.09,12.62,13.24]
[4229,null,"  ผิว AC 5  ซม.","ตรม.",8.93,1.25,1.56,10.17,10.48]
[4230,9,"งานราดยางไพรม์โค้ต","ตรม.",7.52,0.54,0.68,8.06,8.19]
[4231,10,"งานราดยางแทคโค้ต","ตรม.",6.86,0.77,0.96,7.63,7.82]
[4232,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[4233,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",15.92,1.94,2.4300000000000002,17.86,18.34]
[4234,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",21.99,2.68,3.35,24.67,25.34]
[4235,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",32.700000000000003,3.99,4.9800000000000004,36.69,37.68]
[4236,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",47.89,5.84,7.3,53.73,55.19]
[4237,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[4238,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.68,0.49,0.61,2.17,2.29]
[4239,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",2.3199999999999998,0.68,0.84,3,3.17]
[4240,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",3.46,1,1.26,4.46,4.71]
[4241,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",5.0599999999999996,1.47,1.84,6.53,6.9]
[4242,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[4243,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",493.57,16.77,20.97,510.35,514.54]
[4244,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[4245,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[4246,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[4247,null,"     บนผิวไพรม์โค้ต","ตรม.",12.74,2.56,3.2,15.3,45.94]
[4248,null,"     บนผิวแทคโค้ต","ตรม.",9.6,2.1,2.63,11.71,12.23]
[4249,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[4250,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[4251,null,"  ค่าผสมคอนกรีต","ลบม.",196.38,34.07,42.59,230.45,238.97]
[4252,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",15.37,1.52,1.9,16.88,17.260000000000002]
[4253,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[4254,null,"  ค่าปูผิวคอนกรีต","ตรม.",8.19,1.92,2.41,10.11,10.6]
[4255,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",22.25,2.4500000000000002,3.06,24.7,25.31]
[4256,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",13.32,2.34,2.92,15.65,16.239999999999998]
[4257,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",8.32,0.71,0.88,9.0299999999999994,9.1999999999999993]
[4258,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[4259,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",37.56,11.03,13.78,48.58,51.34]
[4260,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",41.61,3.53,4.41,45.14,46.02]
[4261,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",41.31,11.03,13.78,52.34,55.09]
[4262,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",41.61,3.53,4.41,45.14,46.02]
[4263,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[4264,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",25.27,10.73,13.41,36,38.68]
[4265,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",31.59,13.41,16.760000000000002,45,48.35]
[4266,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",42.12,17.88,22.34,60,64.47]
[4267,17,"งาน Slurry Seal","ตรม.",11.46,1.93,2.41,13.39,13.87]
[4268,18,"งาน Fog  Spray","ตรม.",2.7,0.36,0.45,3.06,3.15]
[4269,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[4270,null,"ขุดลึก  3  ซม.","ตรม.",39.979999999999997,5.56,6.94,45.54,46.93]
[4271,null,"ขุดลึก  4  ซม.","ตรม.",52.57,7.06,8.82,59.63,61.39]
[4272,null,"ขุดลึก  5  ซม.","ตรม.",63.63,7.75,9.68,71.37,73.31]
[4273,null,"ขุดลึก  6  ซม.","ตรม.",77.08,8.59,10.74,85.67,87.82]
[4274,20,"งาน Milling",null,0,0,0,0,0]
[4275,null,"ขุดลึก  5  ซม.","ตร.ม.",12.26,1.72,2.15,13.97,14.4]
[4276,null,"ขุดลึก  10  ซม.","ตร.ม.",14.3,2,2.5,16.3,16.8]
[4301,1,"งานถางป่าขุดตอ",null,0,0,0,0,0,null,43]
[4302,null,"  ขนาดเบา","ตรม.",1.3,0.16,0.19,1.46,1.5]
[4303,null,"  ขนาดกลาง","ตรม.",3.06,0.46,0.57999999999999996,3.52,3.63]
[4304,null,"  ขนาดหนัก","ตรม.",4.7,0.66,0.83,5.37,5.53]
[4305,2,"งานดินคันทาง",null,0,0,0,0,0]
[4306,null,"  ขุด - ขน","ลบม.  หลวม",18.64,3.47,4.34,22.11,22.98]
[4307,null,"  บดทับ","ลบม.  แน่น",34.380000000000003,7.92,9.9,42.3,44.28]
[4308,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[4309,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",18.32,2.93,3.66,21.25,21.98]
[4310,null,"         - ตัก","ลบม.  หลวม",6.91,1.7,2.13,8.61,9.0399999999999991]
[4311,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",32.89,3.34,4.18,36.229999999999997,37.07]
[4312,null,"         - ดันและตัก","ลบม.  หลวม",38.9,5.04,6.3,43.94,45.2]
[4313,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",51.45,4.66,5.82,56.11,57.28]
[4314,null,"         - ดันและตัก","ลบม.  หลวม",68.84,19,23.75,87.84,92.59]
[4315,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[4316,null,"  ขุด - ขน","ลบม.  หลวม",26.47,6.36,7.95,32.83,34.42]
[4317,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",7.71,1.01,1.27,8.73,8.98]
[4318,null,"  บดทับ","ลบม.  แน่น",41.26,9.5,11.88,50.76,53.14]
[4319,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[4320,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",14.52,1.91,2.38,16.420000000000002,16.899999999999999]
[4321,null,"  บดทับ","ลบม.  แน่น",48.36,15.33,19.16,63.69,67.52]
[4322,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[4323,null,"  ผสม ( Blend )","ลบม.  แน่น",16.39,2.91,3.64,19.3,20.03]
[4324,null,"  บดทับ","ลบม.  แน่น",59.91,19.100000000000001,23.87,79,83.78]
[4325,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",6.32,1.3,1.63,7.63,7.95]
[4326,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[4327,null,"  ลูกรัง 10 ซม.","ตรม.",8.41,1.51,1.89,9.92,10.3]
[4328,null,"  หินคลุก 10 ซม.","ตรม.",10.28,2.4700000000000002,3.09,12.75,13.37]
[4329,null,"  ผิว AC 5  ซม.","ตรม.",9.0299999999999994,1.25,1.56,10.27,10.58]
[4330,9,"งานราดยางไพรม์โค้ต","ตรม.",7.65,0.54,0.68,8.19,8.32]
[4331,10,"งานราดยางแทคโค้ต","ตรม.",6.98,0.77,0.96,7.75,7.94]
[4332,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[4333,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",16.18,1.94,2.4300000000000002,18.12,18.600000000000001]
[4334,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",22.35,2.68,3.35,25.03,25.7]
[4335,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",33.24,3.99,4.9800000000000004,37.22,38.22]
[4336,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",48.68,5.84,7.3,54.51,55.97]
[4337,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[4338,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.7,0.49,0.61,2.19,2.31]
[4339,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",2.35,0.68,0.84,3.03,3.19]
[4340,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",3.49,1,1.26,4.5,4.75]
[4341,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",5.12,1.47,1.84,6.59,6.96]
[4342,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[4343,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",504.36,16.77,20.97,521.13,525.32000000000005]
[4344,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[4345,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[4346,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[4347,null,"     บนผิวไพรม์โค้ต","ตรม.",12.91,2.56,3.2,15.47,16.11]
[4348,null,"     บนผิวแทคโค้ต","ตรม.",9.7200000000000006,2.1,2.63,11.82,12.34]
[4349,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[4350,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[4351,null,"  ค่าผสมคอนกรีต","ลบม.",199.84,34.07,42.59,233.91,242.43]
[4352,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",15.64,1.52,1.9,17.16,17.54]
[4353,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[4354,null,"  ค่าปูผิวคอนกรีต","ตรม.",8.24,1.92,2.41,10.16,10.64]
[4355,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",22.49,2.4500000000000002,3.06,24.94,25.55]
[4356,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",13.54,2.34,2.92,15.88,16.46]
[4357,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",8.4600000000000009,0.71,0.88,9.16,9.34]
[4358,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[4359,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",37.96,11.03,13.78,48.98,51.74]
[4360,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",42.29,3.53,4.41,45.82,46.7]
[4361,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",41.76,11.03,13.78,52.78,55.54]
[4362,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",42.29,3.53,4.41,45.82,46.7]
[4363,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[4364,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",25.42,10.73,13.41,36.14,38.82]
[4365,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",31.77,13.41,16.760000000000002,45.18,48.53]
[4366,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",42.36,17.88,22.34,60.24,64.7]
[4367,17,"งาน Slurry Seal","ตรม.",11.63,1.93,2.41,13.56,14.04]
[4368,18,"งาน Fog  Spray","ตรม.",2.75,0.36,0.45,3.11,3.2]
[4369,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[4370,null,"ขุดลึก  3  ซม.","ตรม.",40.31,5.56,6.94,45.86,47.25]
[4371,null,"ขุดลึก  4  ซม.","ตรม.",52.95,7.06,8.82,60.01,61.77]
[4372,null,"ขุดลึก  5  ซม.","ตรม.",64.09,7.75,9.68,71.84,73.78]
[4373,null,"ขุดลึก  6  ซม.","ตรม.",77.650000000000006,8.59,10.74,86.24,88.39]
[4374,20,"งาน Milling",null,0,0,0,0,0]
[4375,null,"ขุดลึก  5  ซม.","ตร.ม.",12.45,1.72,2.15,14.17,14.6]
[4376,null,"ขุดลึก  10  ซม.","ตร.ม.",14.52,2,2.5,16.53,17.03]
[4401,1,"งานถางป่าขุดตอ",null,0,0,0,0,0,null,44]
[4402,null,"  ขนาดเบา","ตรม.",1.31,0.16,0.19,1.47,1.51]
[4403,null,"  ขนาดกลาง","ตรม.",3.09,0.46,0.57999999999999996,3.55,3.67]
[4404,null,"  ขนาดหนัก","ตรม.",4.76,0.66,0.83,5.42,5.58]
[4405,2,"งานดินคันทาง",null,0,0,0,0,0]
[4406,null,"  ขุด - ขน","ลบม.  หลวม",18.86,3.47,4.34,22.33,23.19]
[4407,null,"  บดทับ","ลบม.  แน่น",34.83,7.92,9.9,42.75,44.73]
[4408,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[4409,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",18.510000000000002,2.93,3.66,21.44,22.17]
[4410,null,"         - ตัก","ลบม.  หลวม",6.99,1.7,2.13,8.6999999999999993,9.1199999999999992]
[4411,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",33.28,3.34,4.18,36.619999999999997,37.450000000000003]
[4412,null,"         - ดันและตัก","ลบม.  หลวม",39.35,5.04,6.3,44.39,45.65]
[4413,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",51.89,4.66,5.82,56.55,57.71]
[4414,null,"         - ดันและตัก","ลบม.  หลวม",69.790000000000006,19,23.75,88.79,93.54]
[4415,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[4416,null,"  ขุด - ขน","ลบม.  หลวม",26.77,6.36,7.95,33.130000000000003,34.72]
[4417,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",7.8,1.01,1.27,8.81,9.06]
[4418,null,"  บดทับ","ลบม.  แน่น",41.8,9.5,11.88,51.3,53.68]
[4419,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[4420,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",14.67,1.91,2.38,16.579999999999998,17.05]
[4421,null,"  บดทับ","ลบม.  แน่น",48.98,15.33,19.16,64.31,68.14]
[4422,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[4423,null,"  ผสม ( Blend )","ลบม.  แน่น",16.53,2.91,3.64,19.440000000000001,20.170000000000002]
[4424,null,"  บดทับ","ลบม.  แน่น",60.68,19.100000000000001,23.87,79.78,84.56]
[4425,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",6.4,1.3,1.63,7.7,8.0299999999999994]
[4426,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[4427,null,"  ลูกรัง 10 ซม.","ตรม.",8.51,1.51,1.89,10.02,10.4]
[4428,null,"  หินคลุก 10 ซม.","ตรม.",10.4,2.4700000000000002,3.09,12.87,13.49]
[4429,null,"  ผิว AC 5  ซม.","ตรม.",9.1199999999999992,1.25,1.56,10.37,10.68]
[4430,9,"งานราดยางไพรม์โค้ต","ตรม.",7.78,0.54,0.68,8.32,8.4499999999999993]
[4431,10,"งานราดยางแทคโค้ต","ตรม.",7.1,0.77,0.96,7.87,8.06]
[4432,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[4433,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",16.440000000000001,1.94,2.4300000000000002,18.38,18.86]
[4434,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",22.71,2.68,3.35,25.39,26.06]
[4435,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",33.770000000000003,3.99,4.9800000000000004,37.76,38.75]
[4436,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",49.49,5.84,7.3,55.3,56.76]
[4437,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[4438,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.72,0.49,0.61,2.21,2.33]
[4439,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",2.37,0.68,0.84,3.05,3.22]
[4440,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",3.53,1,1.26,4.54,4.79]
[4441,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",5.17,1.47,1.84,6.64,7.01]
[4442,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[4443,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",515.14,16.77,20.97,531.91,536.11]
[4444,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[4445,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[4446,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[4447,null,"     บนผิวไพรม์โค้ต","ตรม.",13.08,2.56,3.2,15.63,16.27]
[4448,null,"     บนผิวแทคโค้ต","ตรม.",9.83,2.1,2.63,11.93,12.45]
[4449,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[4450,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[4451,null,"  ค่าผสมคอนกรีต","ลบม.",203.31,34.07,42.59,237.38,245.9]
[4452,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",15.92,1.52,1.9,17.440000000000001,17.82]
[4453,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[4454,null,"  ค่าปูผิวคอนกรีต","ตรม.",8.2899999999999991,1.92,2.41,10.210000000000001,10.69]
[4455,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",22.73,2.4500000000000002,3.06,25.19,25.8]
[4456,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",13.76,2.34,2.92,16.100000000000001,16.68]
[4457,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",8.59,0.71,0.88,9.3000000000000007,9.4700000000000006]
[4458,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[4459,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",38.36,11.03,13.78,49.39,52.14]
[4460,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",42.96,3.53,4.41,46.49,47.37]
[4461,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",42.2,11.03,13.78,53.22,55.98]
[4462,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",42.96,3.53,4.41,46.49,47.37]
[4463,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[4464,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",25.56,10.73,13.41,36.28,38.96]
[4465,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",31.95,13.41,16.760000000000002,45.35,48.71]
[4466,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",42.6,17.88,22.34,60.47,64.94]
[4467,17,"งาน Slurry Seal","ตรม.",11.8,1.93,2.41,13.73,14.22]
[4468,18,"งาน Fog  Spray","ตรม.",2.79,0.36,0.45,3.15,3.24]
[4469,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[4470,null,"ขุดลึก  3  ซม.","ตรม.",40.630000000000003,5.56,6.94,46.19,47.57]
[4471,null,"ขุดลึก  4  ซม.","ตรม.",53.33,7.06,8.82,60.39,62.15]
[4472,null,"ขุดลึก  5  ซม.","ตรม.",64.56,7.75,9.68,72.31,74.239999999999995]
[4473,null,"ขุดลึก  6  ซม.","ตรม.",78.22,8.59,10.74,86.81,88.96]
[4474,20,"งาน Milling",null,0,0,0,0,0]
[4475,null,"ขุดลึก  5  ซม.","ตร.ม.",12.64,1.72,2.15,14.36,14.79]
[4476,null,"ขุดลึก  10  ซม.","ตร.ม.",14.75,2,2.5,16.75,17.25]
[4501,1,"งานถางป่าขุดตอ",null,0,0,0,0,0,null,45]
[4502,null,"  ขนาดเบา","ตรม.",1.33,0.16,0.19,1.48,1.52]
[4503,null,"  ขนาดกลาง","ตรม.",3.12,0.46,0.57999999999999996,3.58,3.7]
[4504,null,"  ขนาดหนัก","ตรม.",4.8099999999999996,0.66,0.83,5.47,5.64]
[4505,2,"งานดินคันทาง",null,0,0,0,0,0]
[4506,null,"  ขุด - ขน","ลบม.  หลวม",19.07,3.47,4.34,22.54,23.41]
[4507,null,"  บดทับ","ลบม.  แน่น",35.28,7.92,9.9,43.2,45.18]
[4508,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[4509,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",18.7,2.93,3.66,21.63,22.36]
[4510,null,"         - ตัก","ลบม.  หลวม",7.07,1.7,2.13,8.7799999999999994,8.1999999999999993]
[4511,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",33.67,3.34,4.18,37.01,37.840000000000003]
[4512,null,"         - ดันและตัก","ลบม.  หลวม",39.799999999999997,5.04,6.3,44.84,46.09]
[4513,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",52.32,4.66,5.82,56.98,58.14]
[4514,null,"         - ดันและตัก","ลบม.  หลวม",70.739999999999995,19,23.75,89.74,94.49]
[4515,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[4516,null,"  ขุด - ขน","ลบม.  หลวม",27.07,6.36,7.95,33.44,35.03]
[4517,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",7.88,1.01,1.27,8.89,9.15]
[4518,null,"  บดทับ","ลบม.  แน่น",42.34,9.5,11.88,51.84,54.22]
[4519,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[4520,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",14.83,1.91,2.38,16.73,17.21]
[4521,null,"  บดทับ","ลบม.  แน่น",49.61,15.33,19.16,64.930000000000007,68.760000000000005]
[4522,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[4523,null,"  ผสม ( Blend )","ลบม.  แน่น",16.68,2.91,3.64,19.59,20.309999999999999]
[4524,null,"  บดทับ","ลบม.  แน่น",61.46,19.100000000000001,23.87,80.56,85.33]
[4525,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",6.48,1.3,1.63,7.78,8.11]
[4526,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[4527,null,"  ลูกรัง 10 ซม.","ตรม.",8.61,1.51,1.89,10.119999999999999,10.5]
[4528,null,"  หินคลุก 10 ซม.","ตรม.",10.52,2.4700000000000002,3.09,13,13.61]
[4529,null,"  ผิว AC 5  ซม.","ตรม.",9.2200000000000006,1.25,1.56,10.47,10.78]
[4530,9,"งานราดยางไพรม์โค้ต","ตรม.",7.9,0.54,0.68,8.44,8.58]
[4531,10,"งานราดยางแทคโค้ต","ตรม.",7.22,0.77,0.96,7.99,8.18]
[4532,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[4533,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",16.7,1.94,2.4300000000000002,18.64,19.12]
[4534,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",23.07,2.68,3.35,25.75,26.42]
[4535,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",34.299999999999997,3.99,4.9800000000000004,38.29,39.29]
[4536,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",50.24,5.84,7.3,56.08,57.54]
[4537,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[4538,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.74,0.49,0.61,2.23,2.35]
[4539,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",2.4,0.68,0.84,3.08,3.24]
[4540,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",3.57,1,1.26,4.57,4.82]
[4541,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",5.23,1.47,1.84,6.7,7.06]
[4542,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[4543,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",525.91999999999996,16.77,20.97,542.70000000000005,546.89]
[4544,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[4545,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[4546,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[4547,null,"     บนผิวไพรม์โค้ต","ตรม.",13.24,2.56,3.2,15.8,16.440000000000001]
[4548,null,"     บนผิวแทคโค้ต","ตรม.",9.94,2.1,2.63,12.04,12.56]
[4549,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[4550,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[4551,null,"  ค่าผสมคอนกรีต","ลบม.",206.77,34.07,42.59,240.84,249.36]
[4552,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",16.190000000000001,1.52,1.9,17.71,18.09]
[4553,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[4554,null,"  ค่าปูผิวคอนกรีต","ตรม.",8.33,1.92,2.41,10.26,10.74]
[4555,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",22.98,2.4500000000000002,3.06,25.43,26.04]
[4556,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",13.99,2.34,2.92,16.32,16.91]
[4557,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",8.73,0.71,0.88,9.43,9.61]
[4558,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[4559,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",38.76,11.03,13.78,49.79,52.55]
[4560,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",43.64,3.53,4.41,47.17,48.05]
[4561,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",42.64,11.03,13.78,53.67,56.42]
[4562,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",43.64,3.53,4.41,47.17,48.05]
[4563,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[4564,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",25.7,10.73,13.41,36.43,39.11]
[4565,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",32.119999999999997,13.41,16.760000000000002,45.53,48.88]
[4566,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",42.83,17.88,22.34,60.71,65.180000000000007]
[4567,17,"งาน Slurry Seal","ตรม.",11.98,1.93,2.41,13.91,14.39]
[4568,18,"งาน Fog  Spray","ตรม.",2.83,0.36,0.45,3.2,3.29]
[4569,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[4570,null,"ขุดลึก  3  ซม.","ตรม.",40.950000000000003,5.56,6.94,46.51,47.9]
[4571,null,"ขุดลึก  4  ซม.","ตรม.",53.72,7.06,8.82,60.77,62.54]
[4572,null,"ขุดลึก  5  ซม.","ตรม.",65.02,7.75,9.68,72.77,74.709999999999994]
[4573,null,"ขุดลึก  6  ซม.","ตรม.",78.790000000000006,8.59,10.74,87.38,89.53]
[4574,20,"งาน Milling",null,0,0,0,0,0]
[4575,null,"ขุดลึก  5  ซม.","ตร.ม.",12.84,1.72,2.15,14.55,14.98]
[4576,null,"ขุดลึก  10  ซม.","ตร.ม.",14.98,2,2.5,16.98,17.48]
[4601,1,"งานถางป่าขุดตอ",null,0,0,0,0,0,null,46]
[4602,null,"  ขนาดเบา","ตรม.",1.34,0.16,0.19,1.49,1.53]
[4603,null,"  ขนาดกลาง","ตรม.",3.15,0.46,0.57999999999999996,3.62,3.73]
[4604,null,"  ขนาดหนัก","ตรม.",4.8600000000000003,0.66,0.83,5.52,5.69]
[4605,2,"งานดินคันทาง",null,0,0,0,0,0]
[4606,null,"  ขุด - ขน","ลบม.  หลวม",19.29,3.47,4.34,22.76,23.63]
[4607,null,"  บดทับ","ลบม.  แน่น",35.74,7.92,9.9,43.65,45.63]
[4608,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[4609,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",18.88,2.93,3.66,21.82,22.55]
[4610,null,"         - ตัก","ลบม.  หลวม",7.16,1.7,2.13,8.86,9.2799999999999994]
[4611,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",34.049999999999997,3.34,4.18,37.39,38.229999999999997]
[4612,null,"         - ดันและตัก","ลบม.  หลวม",40.24,5.04,6.3,45.28,46.54]
[4613,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",52.75,4.66,5.82,57.41,58.58]
[4614,null,"         - ดันและตัก","ลบม.  หลวม",71.69,19,23.75,90.69,95.44]
[4615,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[4616,null,"  ขุด - ขน","ลบม.  หลวม",27.38,6.36,7.95,33.74,35.33]
[4617,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",7.96,1.01,1.27,8.98,9.23]
[4618,null,"  บดทับ","ลบม.  แน่น",42.88,9.5,11.88,52.39,54.76]
[4619,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[4620,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",14.98,1.91,2.38,16.89,17.37]
[4621,null,"  บดทับ","ลบม.  แน่น",50.23,15.33,19.16,65.56,69.39]
[4622,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[4623,null,"  ผสม ( Blend )","ลบม.  แน่น",16.82,2.91,3.64,19.73,20.46]
[4624,null,"  บดทับ","ลบม.  แน่น",62.24,19.100000000000001,23.87,81.34,86.11]
[4625,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",6.55,1.3,1.63,7.86,8.18]
[4626,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[4627,null,"  ลูกรัง 10 ซม.","ตรม.",8.7100000000000009,1.51,1.89,10.220000000000001,10.6]
[4628,null,"  หินคลุก 10 ซม.","ตรม.",10.65,2.4700000000000002,3.09,13.12,13.74]
[4629,null,"  ผิว AC 5  ซม.","ตรม.",9.32,1.25,1.56,10.56,10.88]
[4630,9,"งานราดยางไพรม์โค้ต","ตรม.",8.0299999999999994,0.54,0.68,8.57,8.7100000000000009]
[4631,10,"งานราดยางแทคโค้ต","ตรม.",7.34,0.77,0.96,8.11,8.3000000000000007]
[4632,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[4633,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",16.96,1.94,2.4300000000000002,18.899999999999999,19.38]
[4634,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",23.43,2.68,3.35,26.11,26.78]
[4635,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",34.840000000000003,3.99,4.9800000000000004,38.82,39.82]
[4636,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",51.02,5.84,7.3,56.86,58.32]
[4637,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[4638,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.75,0.49,0.61,2.2400000000000002,2.37]
[4639,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",2.42,0.68,0.84,3.1,3.27]
[4640,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",3.6,1,1.26,4.6100000000000003,4.8600000000000003]
[4641,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",5.28,1.47,1.84,6.75,7.12]
[4642,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[4643,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",536.71,16.77,20.97,553.48,557.66999999999996]
[4644,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[4645,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[4646,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[4647,null,"     บนผิวไพรม์โค้ต","ตรม.",13.41,2.56,3.2,15.96,16.600000000000001]
[4648,null,"     บนผิวแทคโค้ต","ตรม.",10.050000000000001,2.1,2.63,12.15,12.67]
[4649,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[4650,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[4651,null,"  ค่าผสมคอนกรีต","ลบม.",210.24,34.07,42.59,244.31,252.83]
[4652,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",16.47,1.52,1.9,17.989999999999998,18.37]
[4653,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[4654,null,"  ค่าปูผิวคอนกรีต","ตรม.",8.3800000000000008,1.92,2.41,10.31,10.79]
[4655,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",23.22,2.4500000000000002,3.06,25.67,26.29]
[4656,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",14.21,2.34,2.92,16.55,17.13]
[4657,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",8.86,0.71,0.88,9.57,9.75]
[4658,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[4659,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",39.17,11.03,13.78,50.19,52.95]
[4660,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",44.32,3.53,4.41,47.85,48.73]
[4661,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",43.08,11.03,13.78,54.11,56.87]
[4662,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",44.32,3.53,4.41,47.85,48.73]
[4663,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[4664,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",25.84,10.73,13.41,36.57,39.25]
[4665,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",32.299999999999997,13.41,16.760000000000002,45.71,49.06]
[4666,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",43.07,17.88,22.34,60.95,65.41]
[4667,17,"งาน Slurry Seal","ตรม.",12.15,1.93,2.41,14.08,14.56]
[4668,18,"งาน Fog  Spray","ตรม.",2.88,0.36,0.45,3.24,3.33]
[4669,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[4670,null,"ขุดลึก  3  ซม.","ตรม.",41.28,5.56,6.94,46.83,48.22]
[4671,null,"ขุดลึก  4  ซม.","ตรม.",54.1,7.06,8.82,61.15,62.92]
[4672,null,"ขุดลึก  5  ซม.","ตรม.",65.489999999999995,7.75,9.68,73.239999999999995,75.17]
[4673,null,"ขุดลึก  6  ซม.","ตรม.",79.36,8.59,10.74,87.95,90.09]
[4674,20,"งาน Milling",null,0,0,0,0,0]
[4675,null,"ขุดลึก  5  ซม.","ตร.ม.",13.03,1.72,2.15,14.75,15.18]
[4676,null,"ขุดลึก  10  ซม.","ตร.ม.",15.2,2,2.5,17.21,17.71]
[4701,1,"งานถางป่าขุดตอ",null,0,0,0,0,0,null,47]
[4702,null,"  ขนาดเบา","ตรม.",1.35,0.16,0.19,1.51,1.55]
[4703,null,"  ขนาดกลาง","ตรม.",3.18,0.46,0.57999999999999996,3.65,3.76]
[4704,null,"  ขนาดหนัก","ตรม.",4.91,0.66,0.83,5.57,5.74]
[4705,2,"งานดินคันทาง",null,0,0,0,0,0]
[4706,null,"  ขุด - ขน","ลบม.  หลวม",19.5,3.47,4.34,22.97,23.84]
[4707,null,"  บดทับ","ลบม.  แน่น",36.19,7.92,9.9,44.11,46.08]
[4708,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[4709,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",19.07,2.93,3.66,22,22.74]
[4710,null,"         - ตัก","ลบม.  หลวม",7.24,1.7,2.13,8.94,9.36]
[4711,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",34.44,3.34,4.18,37.78,38.61]
[4712,null,"         - ดันและตัก","ลบม.  หลวม",40.69,5.04,6.3,45.73,46.99]
[4713,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",53.19,4.66,5.82,57.84,59.01]
[4714,null,"         - ดันและตัก","ลบม.  หลวม",72.63,19,23.75,91.63,96.38]
[4715,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[4716,null,"  ขุด - ขน","ลบม.  หลวม",27.68,6.36,7.95,34.04,35.630000000000003]
[4717,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",8.0500000000000007,1.01,1.27,9.06,9.31]
[4718,null,"  บดทับ","ลบม.  แน่น",43.42,9.5,11.88,52.93,55.3]
[4719,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[4720,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",15.14,1.91,2.38,17.04,17.52]
[4721,null,"  บดทับ","ลบม.  แน่น",50.85,15.33,19.16,66.180000000000007,70.010000000000005]
[4722,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[4723,null,"  ผสม ( Blend )","ลบม.  แน่น",16.96,2.91,3.64,19.87,20.6]
[4724,null,"  บดทับ","ลบม.  แน่น",63.01,19.100000000000001,23.87,82.11,86.89]
[4725,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",6.63,1.3,1.63,7.93,8.26]
[4726,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[4727,null,"  ลูกรัง 10 ซม.","ตรม.",8.81,1.51,1.89,10.32,10.7]
[4728,null,"  หินคลุก 10 ซม.","ตรม.",10.77,2.4700000000000002,3.09,13.24,13.86]
[4729,null,"  ผิว AC 5  ซม.","ตรม.",9.42,1.25,1.56,10.66,10.97]
[4730,9,"งานราดยางไพรม์โค้ต","ตรม.",8.16,0.54,0.68,8.6999999999999993,8.84]
[4731,10,"งานราดยางแทคโค้ต","ตรม.",7.46,0.77,0.96,8.23,8.42]
[4732,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[4733,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",17.22,1.94,2.4300000000000002,19.16,19.64]
[4734,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",23.79,2.68,3.35,26.47,27.14]
[4735,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",35.369999999999997,3.99,4.9800000000000004,39.36,40.35]
[4736,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",51.81,5.84,7.3,57.64,59.1]
[4737,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[4738,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.77,0.49,0.61,2.2599999999999998,2.38]
[4739,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",2.4500000000000002,0.68,0.84,3.13,3.29]
[4740,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",3.64,1,1.26,4.6500000000000004,4.9000000000000004]
[4741,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",5.33,1.47,1.84,6.81,7.17]
[4742,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[4743,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",547.49,16.77,20.97,564.26,568.46]
[4744,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[4745,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[4746,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[4747,null,"     บนผิวไพรม์โค้ต","ตรม.",13.57,2.56,3.2,16.13,16.77]
[4748,null,"     บนผิวแทคโค้ต","ตรม.",10.16,2.1,2.63,12.26,12.78]
[4749,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[4750,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[4751,null,"  ค่าผสมคอนกรีต","ลบม.",213.7,34.07,42.59,247.77,256.29000000000002]
[4752,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",16.75,1.52,1.9,18.260000000000002,18.64]
[4753,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[4754,null,"  ค่าปูผิวคอนกรีต","ตรม.",8.43,1.92,2.41,10.35,10.84]
[4755,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",23.47,2.4500000000000002,3.06,25.92,26.53]
[4756,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",14.44,2.34,2.92,16.77,17.36]
[4757,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",9,0.71,0.88,9.6999999999999993,9.8800000000000008]
[4758,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[4759,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",39.57,11.03,13.78,50.59,53.35]
[4760,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",44.99,3.53,4.41,48.52,49.4]
[4761,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",43.53,11.03,13.78,54.55,57.31]
[4762,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",44.99,3.53,4.41,48.52,49.4]
[4763,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[4764,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",25.98,10.73,13.41,36.71,39.39]
[4765,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",32.479999999999997,13.41,16.760000000000002,45.89,49.24]
[4766,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",43.31,17.88,22.34,61.18,65.650000000000006]
[4767,17,"งาน Slurry Seal","ตรม.",12.32,1.93,2.41,14.25,14.73]
[4768,18,"งาน Fog  Spray","ตรม.",2.92,0.36,0.45,3.28,3.37]
[4769,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[4770,null,"ขุดลึก  3  ซม.","ตรม.",41.6,5.56,6.94,47.16,48.54]
[4771,null,"ขุดลึก  4  ซม.","ตรม.",54.48,7.06,8.82,61.54,63.3]
[4772,null,"ขุดลึก  5  ซม.","ตรม.",65.959999999999994,7.75,9.68,73.7,75.64]
[4773,null,"ขุดลึก  6  ซม.","ตรม.",79.930000000000007,8.59,10.74,88.52,90.66]
[4774,20,"งาน Milling",null,0,0,0,0,0]
[4775,null,"ขุดลึก  5  ซม.","ตร.ม.",13.22,1.72,2.15,14.94,15.37]
[4776,null,"ขุดลึก  10  ซม.","ตร.ม.",15.43,2,2.5,17.43,17.93]
[4801,1,"งานถางป่าขุดตอ",null,0,0,0,0,0,null,48]
[4802,null,"  ขนาดเบา","ตรม.",1.37,0.16,0.19,1.52,1.56]
[4803,null,"  ขนาดกลาง","ตรม.",3.22,0.46,0.57999999999999996,3.68,3.8]
[4804,null,"  ขนาดหนัก","ตรม.",4.97,0.66,0.83,5.63,5.79]
[4805,2,"งานดินคันทาง",null,0,0,0,0,0]
[4806,null,"  ขุด - ขน","ลบม.  หลวม",19.72,3.47,4.34,23.19,24.06]
[4807,null,"  บดทับ","ลบม.  แน่น",36.64,7.92,9.9,44.56,46.54]
[4808,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[4809,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",19.260000000000002,2.93,3.66,22.19,22.92]
[4810,null,"         - ตัก","ลบม.  หลวม",7.32,1.7,2.13,9.02,9.4499999999999993]
[4811,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",34.82,3.34,4.18,38.17,39]
[4812,null,"         - ดันและตัก","ลบม.  หลวม",41.14,5.04,6.3,46.18,47.44]
[4813,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",53.62,4.66,5.82,58.28,59.44]
[4814,null,"         - ดันและตัก","ลบม.  หลวม",73.58,19,23.75,92.58,97.33]
[4815,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[4816,null,"  ขุด - ขน","ลบม.  หลวม",27.98,6.36,7.95,34.35,35.94]
[4817,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",8.1300000000000008,1.01,1.27,9.14,9.39]
[4818,null,"  บดทับ","ลบม.  แน่น",43.96,9.5,11.88,53.47,55.84]
[4819,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[4820,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",15.3,1.91,2.38,17.2,17.68]
[4821,null,"  บดทับ","ลบม.  แน่น",51.48,15.33,19.16,66.8,70.63]
[4822,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[4823,null,"  ผสม ( Blend )","ลบม.  แน่น",17.100000000000001,2.91,3.64,20.010000000000002,20.74]
[4824,null,"  บดทับ","ลบม.  แน่น",63.79,19.100000000000001,23.87,82.89,87.67]
[4825,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",6.71,1.3,1.63,8.01,8.34]
[4826,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[4827,null,"  ลูกรัง 10 ซม.","ตรม.",8.91,1.51,1.89,10.43,10.8]
[4828,null,"  หินคลุก 10 ซม.","ตรม.",10.89,2.4700000000000002,3.09,13.37,13.99]
[4829,null,"  ผิว AC 5  ซม.","ตรม.",9.51,1.25,1.56,10.76,11.07]
[4830,9,"งานราดยางไพรม์โค้ต","ตรม.",8.2899999999999991,0.54,0.68,8.83,8.9700000000000006]
[4831,10,"งานราดยางแทคโค้ต","ตรม.",7.57,0.77,0.96,8.35,8.5399999999999991]
[4832,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[4833,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",17.48,1.94,2.4300000000000002,19.420000000000002,19.899999999999999]
[4834,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",24.15,2.68,3.35,26.83,27.5]
[4835,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",35.909999999999997,3.99,4.9800000000000004,39.89,40.89]
[4836,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",52.59,5.84,7.3,58.43,59.89]
[4837,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[4838,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.79,0.49,0.61,2.2799999999999998,2.4]
[4839,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",2.4700000000000002,0.68,0.84,3.15,3.32]
[4840,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",3.68,1,1.26,4.68,4.93]
[4841,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",5.39,1.47,1.84,6.86,7.23]
[4842,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[4843,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",558.28,16.77,20.97,575.04999999999995,579.24]
[4844,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[4845,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[4846,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[4847,null,"     บนผิวไพรม์โค้ต","ตรม.",13.74,2.56,3.2,16.29,16.93]
[4848,null,"     บนผิวแทคโค้ต","ตรม.",10.27,2.1,2.63,12.37,12.89]
[4849,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[4850,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[4851,null,"  ค่าผสมคอนกรีต","ลบม.",217.17,34.07,42.59,251.24,259.76]
[4852,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",17.02,1.52,1.9,18.54,18.920000000000002]
[4853,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[4854,null,"  ค่าปูผิวคอนกรีต","ตรม.",8.48,1.92,2.41,10.4,10.88]
[4855,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",23.71,2.4500000000000002,3.06,26.16,26.78]
[4856,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",14.66,2.34,2.92,17,17.579999999999998]
[4857,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",9.1300000000000008,0.71,0.88,9.84,10.02]
[4858,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[4859,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",39.97,11.03,13.78,51,53.75]
[4860,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",45.67,3.53,4.41,49.2,50.08]
[4861,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",43.97,11.03,13.78,54.99,57.75]
[4862,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",45.67,3.53,4.41,49.2,50.08]
[4863,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[4864,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",26.13,10.73,13.41,36.85,39.53]
[4865,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",32.659999999999997,13.41,16.760000000000002,46.06,49.42]
[4866,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",43.54,17.88,22.34,61.42,65.89]
[4867,17,"งาน Slurry Seal","ตรม.",12.49,1.93,2.41,14.42,14.91]
[4868,18,"งาน Fog  Spray","ตรม.",2.97,0.36,0.45,3.33,3.42]
[4869,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[4870,null,"ขุดลึก  3  ซม.","ตรม.",41.92,5.56,6.94,47.48,48.87]
[4871,null,"ขุดลึก  4  ซม.","ตรม.",54.86,7.06,8.82,61.92,63.68]
[4872,null,"ขุดลึก  5  ซม.","ตรม.",66.42,7.75,9.68,74.17,76.11]
[4873,null,"ขุดลึก  6  ซม.","ตรม.",80.489999999999995,8.59,10.74,89.08,91.23]
[4874,20,"งาน Milling",null,0,0,0,0,0]
[4875,null,"ขุดลึก  5  ซม.","ตร.ม.",13.42,1.72,2.15,15.14,15.56]
[4876,null,"ขุดลึก  10  ซม.","ตร.ม.",15.66,2,2.5,17.66,18.16]
[4901,1,"งานถางป่าขุดตอ",null,0,0,0,0,0,null,49]
[4902,null,"  ขนาดเบา","ตรม.",1.38,0.16,0.19,1.53,1.57]
[4903,null,"  ขนาดกลาง","ตรม.",3.25,0.46,0.57999999999999996,3.71,3.83]
[4904,null,"  ขนาดหนัก","ตรม.",5.0199999999999996,0.66,0.83,5.68,5.84]
[4905,2,"งานดินคันทาง",null,0,0,0,0,0]
[4906,null,"  ขุด - ขน","ลบม.  หลวม",19.93,3.47,4.34,23.4,24.27]
[4907,null,"  บดทับ","ลบม.  แน่น",37.090000000000003,7.92,9.9,45.01,46.99]
[4908,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[4909,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",19.45,2.93,3.66,22.38,23.11]
[4910,null,"         - ตัก","ลบม.  หลวม",7.4,1.7,2.13,9.1,9.5299999999999994]
[4911,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",35.21,3.34,4.18,38.549999999999997,39.39]
[4912,null,"         - ดันและตัก","ลบม.  หลวม",41.59,5.04,6.3,46.63,47.89]
[4913,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",54.05,4.66,5.82,58.71,59.87]
[4914,null,"         - ดันและตัก","ลบม.  หลวม",74.53,19,23.75,93.53,98.28]
[4915,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[4916,null,"  ขุด - ขน","ลบม.  หลวม",28.29,6.36,7.95,34.65,36.24]
[4917,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",8.2100000000000009,1.01,1.27,9.2200000000000006,9.48]
[4918,null,"  บดทับ","ลบม.  แน่น",44.51,9.5,11.88,54.01,56.38]
[4919,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[4920,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",15.45,1.91,2.38,17.36,17.829999999999998]
[4921,null,"  บดทับ","ลบม.  แน่น",52.1,15.33,19.16,67.430000000000007,71.260000000000005]
[4922,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[4923,null,"  ผสม ( Blend )","ลบม.  แน่น",17.25,2.91,3.64,20.16,20.88]
[4924,null,"  บดทับ","ลบม.  แน่น",64.569999999999993,19.100000000000001,23.87,83.67,88.44]
[4925,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",6.78,1.3,1.63,8.09,8.41]
[4926,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[4927,null,"  ลูกรัง 10 ซม.","ตรม.",9.01,1.51,1.89,10.53,10.9]
[4928,null,"  หินคลุก 10 ซม.","ตรม.",11.02,2.4700000000000002,3.09,13.49,14.11]
[4929,null,"  ผิว AC 5  ซม.","ตรม.",9.61,1.25,1.56,10.86,11.17]
[4930,9,"งานราดยางไพรม์โค้ต","ตรม.",8.42,0.54,0.68,8.9600000000000009,9.09]
[4931,10,"งานราดยางแทคโค้ต","ตรม.",7.69,0.77,0.96,8.4700000000000006,8.66]
[4932,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[4933,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",17.739999999999998,1.94,2.4300000000000002,19.68,20.16]
[4934,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",24.51,2.68,3.35,27.19,27.86]
[4935,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",36.44,3.99,4.9800000000000004,40.43,41.42]
[4936,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",53.37,5.84,7.3,59.21,60.67]
[4937,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[4938,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.81,0.49,0.61,2.2999999999999998,2.42]
[4939,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",2.5,0.68,0.84,3.17,3.34]
[4940,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",3.72,1,1.26,4.72,4.97]
[4941,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",5.44,1.47,1.84,6.91,7.28]
[4942,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[4943,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",569.05999999999995,16.77,20.97,585.83000000000004,590.02]
[4944,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[4945,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[4946,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[4947,null,"     บนผิวไพรม์โค้ต","ตรม.",13.9,2.56,3.2,16.46,17.100000000000001]
[4948,null,"     บนผิวแทคโค้ต","ตรม.",10.38,2.1,2.63,12.48,13]
[4949,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[4950,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[4951,null,"  ค่าผสมคอนกรีต","ลบม.",220.63,34.07,42.59,254.7,263.22000000000003]
[4952,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",17.3,1.52,1.9,18.82,19.2]
[4953,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[4954,null,"  ค่าปูผิวคอนกรีต","ตรม.",8.5299999999999994,1.92,2.41,10.45,10.93]
[4955,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",23.95,2.4500000000000002,3.06,26.41,27.02]
[4956,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",14.88,2.34,2.92,17.22,17.809999999999999]
[4957,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",9.27,0.71,0.88,9.9700000000000006,10.15]
[4958,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[4959,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",40.369999999999997,11.03,13.78,51.4,54.16]
[4960,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",46.35,3.53,4.41,49.87,50.76]
[4961,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",44.41,11.03,13.78,55.44,58.19]
[4962,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",46.35,3.53,4.41,49.87,50.76]
[4963,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[4964,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",26.27,10.73,13.41,36.99,39.67]
[4965,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",32.83,13.41,16.760000000000002,46.24,49.59]
[4966,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",43.78,17.88,22.34,64.66,66.12]
[4967,17,"งาน Slurry Seal","ตรม.",12.67,1.93,2.41,14.6,15.08]
[4968,18,"งาน Fog  Spray","ตรม.",3.01,0.36,0.45,3.37,3.46]
[4969,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[4970,null,"ขุดลึก  3  ซม.","ตรม.",42.25,5.56,6.94,47.8,49.19]
[4971,null,"ขุดลึก  4  ซม.","ตรม.",55.24,7.06,8.82,62.3,64.06]
[4972,null,"ขุดลึก  5  ซม.","ตรม.",66.89,7.75,9.68,74.64,76.569999999999993]
[4973,null,"ขุดลึก  6  ซม.","ตรม.",81.06,8.59,10.74,89.65,91.8]
[4974,20,"งาน Milling",null,0,0,0,0,0]
[4975,null,"ขุดลึก  5  ซม.","ตร.ม.",13.61,1.72,2.15,15.33,15.76]
[4976,null,"ขุดลึก  10  ซม.","ตร.ม.",15.88,2,2.5,17.88,18.39]
[5001,1,"งานถางป่าขุดตอ",null,0,0,0,0,0,null,50]
[5002,null,"  ขนาดเบา","ตรม.",1.39,0.16,0.19,1.55,1.58]
[5003,null,"  ขนาดกลาง","ตรม.",3.28,0.46,0.57999999999999996,3.74,3.86]
[5004,null,"  ขนาดหนัก","ตรม.",5.07,0.66,0.83,5.73,5.9]
[5005,2,"งานดินคันทาง",null,0,0,0,0,0]
[5006,null,"  ขุด - ขน","ลบม.  หลวม",20.149999999999999,3.47,4.34,23.62,24.29]
[5007,null,"  บดทับ","ลบม.  แน่น",37.54,7.92,9.9,45.46,47.44]
[5008,3,"งานตัด - ขึ้นรูปคันทาง",null,0,0,0,0,0]
[5009,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",19.64,2.93,3.66,22.57,23.3]
[5010,null,"         - ตัก","ลบม.  หลวม",7.48,1.7,2.13,9.18,9.61]
[5011,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",35.6,3.34,4.18,38.94,39.770000000000003]
[5012,null,"         - ดันและตัก","ลบม.  หลวม",42.04,5.04,6.3,47.08,48.34]
[5013,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",54.48,4.66,5.82,59.14,60.31]
[5014,null,"         - ดันและตัก","ลบม.  หลวม",75.48,19,23.75,94.48,99.23]
[5015,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,0,0,0,0,0]
[5016,null,"  ขุด - ขน","ลบม.  หลวม",28.59,6.36,7.95,34.950000000000003,36.549999999999997]
[5017,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",8.2899999999999991,1.01,1.27,9.31,9.56]
[5018,null,"  บดทับ","ลบม.  แน่น",45.05,9.5,11.88,54.55,56.92]
[5019,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,0,0,0,0,0]
[5020,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",15.61,1.91,2.38,17.510000000000002,17.989999999999998]
[5021,null,"  บดทับ","ลบม.  แน่น",52.72,15.33,19.16,68.05,71.88]
[5022,6,"งานพื้นทาง ( หินคลุก )",null,0,0,0,0,0]
[5023,null,"  ผสม ( Blend )","ลบม.  แน่น",17.39,2.91,3.64,20.3,21.03]
[5024,null,"  บดทับ","ลบม.  แน่น",65.349999999999994,19.100000000000001,23.87,84.44,89.22]
[5025,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",6.86,1.3,1.63,8.16,8.49]
[5026,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,0,0,0,0,0]
[5027,null,"  ลูกรัง 10 ซม.","ตรม.",9.11,1.51,1.89,10.63,11]
[5028,null,"  หินคลุก 10 ซม.","ตรม.",11.14,2.4700000000000002,3.09,13.61,14.23]
[5029,null,"  ผิว AC 5  ซม.","ตรม.",9.7100000000000009,1.25,1.56,10.96,11.27]
[5030,9,"งานราดยางไพรม์โค้ต","ตรม.",8.5500000000000007,0.54,0.68,9.09,9.2200000000000006]
[5031,10,"งานราดยางแทคโค้ต","ตรม.",7.81,0.77,0.96,8.59,8.7799999999999994]
[5032,11,"งานผิวทางแบบบาง",null,0,0,0,0,0]
[5033,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",18,1.94,2.4300000000000002,19.940000000000001,20.420000000000002]
[5034,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",24.87,2.68,3.35,27.55,28.22]
[5035,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",36.97,3.99,4.9800000000000004,40.96,41.96]
[5036,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",54.15,5.84,7.3,59.99,61.45]
[5037,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,0,0,0,0,0]
[5038,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.83,0.49,0.61,2.3199999999999998,2.44]
[5039,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",2.52,0.68,0.84,3.2,3.37]
[5040,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",3.75,1,1.26,4.76,5.01]
[5041,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",5.5,1.47,1.84,6.97,7.34]
[5042,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,0,0,0,0,0]
[5043,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",579.84,16.77,20.97,596.61,600.80999999999995]
[5044,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,0,0,0,0,0]
[5045,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,0,0,0,0]
[5046,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,0,0,0,0,0]
[5047,null,"     บนผิวไพรม์โค้ต","ตรม.",14.07,2.56,3.2,16.63,17.27]
[5048,null,"     บนผิวแทคโค้ต","ตรม.",10.49,2.1,2.63,12.59,13.11]
[5049,14,"งานผิวทางคอนกรีต",null,0,0,0,0,0]
[5050,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,0,0,0,0]
[5051,null,"  ค่าผสมคอนกรีต","ลบม.",224.1,34.07,42.59,258.17,266.69]
[5052,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",17.57,1.52,1.9,19.09,19.47]
[5053,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",7.81,3.69,4.6100000000000003,11.5,12.42]
[5054,null,"  ค่าปูผิวคอนกรีต","ตรม.",8.57,1.92,2.41,10.5,10.98]
[5055,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",24.2,2.4500000000000002,3.06,26.65,27.26]
[5056,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",15.11,2.34,2.92,17.45,18.03]
[5057,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",9.4,0.71,0.88,10.11,10.29]
[5058,15,"งาน Stabilized Layer",null,0,0,0,0,0]
[5059,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",40.78,11.03,13.78,51.8,54.56]
[5060,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",47.02,3.53,4.41,50.55,51.43]
[5061,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",44.85,11.03,13.78,55.88,58.64]
[5062,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",47.02,3.53,4.41,50.55,51.43]
[5063,16,"งาน Pavement  In  Place  Recycling",null,0,0,0,0,0]
[5064,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",26.41,10.73,13.41,37.14,39.82]
[5065,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",33.01,13.41,16.760000000000002,46.42,49.77]
[5066,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",44.02,17.88,22.34,61.89,66.36]
[5067,17,"งาน Slurry Seal","ตรม.",12.84,1.93,2.41,14.77,15.25]
[5068,18,"งาน Fog  Spray","ตรม.",3.05,0.36,0.45,3.42,3.51]
[5069,19,"งาน Hot Mixed  Recycling",null,0,0,0,0,0]
[5070,null,"ขุดลึก  3  ซม.","ตรม.",42.57,5.56,6.94,48.13,49.51]
[5071,null,"ขุดลึก  4  ซม.","ตรม.",55.63,7.06,8.82,62.68,64.45]
[5072,null,"ขุดลึก  5  ซม.","ตรม.",67.349999999999994,7.75,9.68,75.099999999999994,77.040000000000006]
[5073,null,"ขุดลึก  6  ซม.","ตรม.",81.63,8.59,10.74,90.22,92.37]
[5074,20,"งาน Milling",null,0,0,0,0,0]
[5075,null,"ขุดลึก  5  ซม.","ตร.ม.",13.81,1.72,2.15,15.52,15.95]
[5076,null,"ขุดลึก  10  ซม.","ตร.ม.",16.11,2,2.5,18.11,18.61]

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["ลำดับ","รายการ","รถบรรทุก 6 ล้อ","รถบรรทุก 10 ล้อ","รถบรรทุก 10 ล้อ ","หน่วย",null,"ลำดับ","รายการ","ปริมาณ","หน่วย",null,"ลำดับ","รายการ","ปริมาณ","หน่วย",null,"ลำดับ","รายการ","ปริมาณ","หน่วย",null,null,null,null,null,"(2)/(3)",{"$f":"TEXT(O42,\"0.00\")&\"x(1)\"","v":"26.00x(1)"},"(4)+(5)",{"$f":"\"(6)/\"&TEXT(D18,\"0.00\")","v":"(6)/15.00"},"(7)x1.4","(8)/(1)",null,null,null,null,"(2)/(3)",{"$f":"+AB4","v":"26.00x(1)"},"(4)+(5)",{"$f":"+AD4","v":"(6)/15.00"},"(7)*1.4","(8)/(1)",null,{"$f":"\"ราคาน้ำมันเชื้อเพลิงโซล่า ที่ อำเภอเมือง  \"&TEXT(C11-0.5,\"00\")&\".00 - \"&TEXT(C11-0.5,\"00\")&\".99  บาท / ลิตร\"","v":"ราคาน้ำมันเชื้อเพลิงโซล่า ที่ อำเภอเมือง  30.00 - 30.99  บาท / ลิตร"},null,null,null,null,null,null,null,null,null,null,null,{"$f":"+AR4","v":"ราคาน้ำมันเชื้อเพลิงโซล่า ที่ อำเภอเมือง  30.00 - 30.99  บาท / ลิตร"},null,null,null,null,null,null,null,null,null,null,null,"ราคาน้ำมันเชื้อเพลิงโซล่า ที่ อำเภอเมือง  12.00 - 12.99  บาท / ลิตร"]
[null,null,null,null,"  พร้อมลากพ่วง",null,null,null,null,null,null,null,1,"ค่าใช้จ่ายคงที่ (Fixed Cost)",null,null,null,1,"เวลาที่ใช้ในการตักบรรทุก และยกเทลงกอง(Loading And Dumping)",null,null,null,null,"ระยะ","Terminal","จำนวน","Terminal","Running","Total","ค่าบรรทุก","ค่าบรรทุก","ค่าบรรทุก",null,"ระยะ","Terminal","จำนวน","Terminal","Running","Total","ค่าบรรทุก","ค่าบรรทุก","ค่าบรรทุก",null,"ระยะ","ค่าบรรทุก","ค่าบรรทุก",null,"ระยะ","ค่าบรรทุก","ค่าบรรทุก",null,"ระยะ","ค่าบรรทุก","ค่าบรรทุก",null,"ระยะ","ค่าบรรทุก","ค่าบรรทุก",null,"ระยะ","ค่าบรรทุก","ค่าบรรทุก",null,"ระยะ","ค่าบรรทุก","ค่าบรรทุก",null,"ระยะ","ค่าบรรทุก","ค่าบรรทุก",null,"ระยะ","ค่าบรรทุก","ค่าบรรทุก",null,"ระยะ","ค่าบรรทุก","ค่าบรรทุก"]
[1,"ราคารถบรรทุกพร้อมตัวถัง",1500000,2300000,3000000,"บาท",null,1,"ราคารถบรรทุก 10 ล้อ  แบบยกเท  ราคาเฉลี่ย                                          ",{"$f":"+D6","v":2300000},"บาท",null,null,{"$f":"\"มูลค่าของรถบรรทุกต่อปี  \"&TEXT(J31,\"0.0000\")&\"*\"&TEXT(J11,\"0.00\")","v":"มูลค่าของรถบรรทุกต่อปี  0.1259*2016144.00"},{"$f":"+J31*J11","v":253836.53901488759},"บาท/ปี",null,null,"จาก Caterpillar Performance Handbook Front-end Loader",null,null,null,null,"ขนส่ง","Cost","เที่ยว","Cost","Cost","Cost",null,null,"บาท/ลบ.ม.",null,"ขนส่ง","Cost","เที่ยว","Cost","Cost","Cost",null,null,"บาท/ลบ.ม.",null,"ขนส่ง",null,null,null,"ขนส่ง",null,null,null,"ขนส่ง",null,null,null,"ขนส่ง",null,null,null,"ขนส่ง",null,null,null,"ขนส่ง",null,null,null,"ขนส่ง",null,null,null,"ขนส่ง",null,null,null,"ขนส่ง"]
[2,"ราคายางรถยนต์ 1 ชุด",47950,59840,103360,"บาท",null,null,null,null,null,null,null,{"$f":"\"เงินเดือน - เบี้ยเลี้ยงพนักงานขับรถ  \"&TEXT(J16,\"0.00\")&\"*12\"","v":"เงินเดือน - เบี้ยเลี้ยงพนักงานขับรถ  7000.00*12"},{"$f":"+J16*12","v":84000},"บาท",null,null,"Caterpillar 950",null,null,null,null,"กม.","บาท/วัน","เที่ยว/วัน","บาท/เที่ยว","บาท/เที่ยว","บาท/เที่ยว","บาท/ตัน","บาท/ลบ.ม.","/กม.",null,"กม.","บาท/วัน","เที่ยว/วัน","บาท/เที่ยว","บาท/เที่ยว","บาท/เที่ยว","บาท/ตัน","บาท/ลบ.ม.","/กม.",null,"กม.","บาท / ตัน","บาท / ลบ.ม.",null,"กม.","บาท / ตัน","บาท / ลบ.ม.",null,"กม.","บาท / ตัน","บาท / ลบ.ม.",null,"กม.","บาท / ตัน","บาท / ลบ.ม.",null,"กม.","บาท / ตัน","บาท / ลบ.ม.",null,"กม.","บาท / ตัน","บาท / ลบ.ม.",null,"กม.","บาท / ตัน","บาท / ลบ.ม.",null,"กม.","บาท / ตัน","บาท / ลบ.ม.",null,"กม.","บาท / ตัน","บาท / ลบ.ม."]
[3,"อายุใช้งานของรถ",12,12,12,"ปี",null,null,"ราคายาง รวมยางใน ผ้ารองยาง  11 เส้น ",{"$f":"+D7","v":59840},"บาท",null,null,"ค่าเบี้ยประกันอุบัติเหตุ  ",{"$f":"+J18","v":23000},"บาท",null,null," ตัก 1 ครั้ง ปุ้งกี๋จุ 3.00 ลบ.ม. ใช้เวลาปกติ",0.4,"นาที",null,null,1,{"$f":"ROUNDDOWN($O$29,2)","v":1059.8699999999999},{"$f":"ROUNDDOWN(IF(2*X8>4*4,10*60/(X8*2/$D$22*60+$T$24),10*60/(+$T$24*5-X8*60/$D$22)),3)","v":19.893999999999998},{"$f":"ROUNDDOWN(Y8/Z8,5)","v":53.275860000000002},{"$f":"+$O$42*X8","v":26.001296996117308},{"$f":"+AA8+AB8","v":79.277156996117313},{"$f":"+AC8/$J$20","v":5.2851437997411539},{"$f":"+AD8*1.4","v":7.3992013196376147},{"$f":"+AE8/X8","v":7.3992013196376147},null,1,{"$f":"ROUND($O$29,2)","v":1059.8800000000001},{"$f":"ROUNDDOWN(IF(2*AH8>4*4,10*60/(AH8*2/$D$22*60+$T$24),10*60/(+$T$24*5-AH8*60/$D$22)),2)","v":19.89},{"$f":"+AI8/AJ8","v":53.28707893413776},{"$f":"+$O$42*AH8","v":26.001296996117308},{"$f":"+AK8+AL8","v":79.288375930255071},{"$f":"+AM8/$J$20","v":5.2858917286836711},{"$f":"+AN8*1.4","v":7.4002484201571388},{"$f":"+AO8/AH8","v":7.4002484201571388},null,1,{"$f":"+AN8","v":5.2858917286836711},{"$f":"+AO8","v":7.4002484201571388},null,41,{"$f":"+AN48","v":82.357538732944278},{"$f":"+AO48","v":115.30055422612197},null,81,{"$f":"+AN88","v":162.01515872296824},{"$f":"+AO88","v":226.8212222121555},null,121,{"$f":"+AN128","v":241.57202399690786},{"$f":"+AO128","v":338.20083359567099},null,148,{"$f":"+AN155","v":295.36957358513399},{"$f":"+AO155","v":413.51740301918755},null,175,{"$f":"+AN182","v":349.23071603695297},{"$f":"+AO182","v":488.92300245173413},null,1,4.21,5.89,{"$f":"+(BQ8-AS8)/AS8*100","v":-20.354025089946308},41,54.212399999999995,75.899000000000001,{"$f":"+(BU8-AW8)/AW8*100","v":-34.17433202345785},81,106.4684,149.059,{"$f":"+(BY8-BA8)/BA8*100","v":-34.284914547995065}]
[4,"อัตราดอกเบี้ยร้อยละ",7,7,7,"ต่อปี",null,null,"ดังนั้นราคาเฉพาะตัวรถ ไม่รวมยางรถยนต์",{"$f":"+J6+J7-J8","v":2240160},"บาท",null,null,"ค่าทะเบียนรถยนต์บรรทุก",{"$f":"+J17","v":3600},"บาท",null,null,"ปรับเนื่องจากวัสดุที่ตักเป็น Bank and Broken เพิ่มเวลา",0.04,"นาที",null,null,2,1059.8699999999999,20.640999999999998,51.347799999999999,52.002593992234615,103.35039399223461,6.8900262661489746,9.6460367726085643,4.8230183863042821,null,2,1059.8800000000001,20.64,51.350775193798455,52.002593992234615,103.35336918603306,6.8902246124022044,9.6463144573630863,4.8231572286815432,null,2,6.8902246124022044,9.6463144573630863,null,42,84.349165358191641,118.08883150146829,null,82,163.94865403144951,229.5281156440293,null,122,243.59479132599651,341.03270785639512,null,149,297.31748754633065,416.24448256486289,null,176,351.26401983069576,491.76962776297404,null,2,5.16,7.22,-25.111294765164118,42,55.518799999999999,77.727999999999994,-34.179787358609296,82,107.78479999999999,150.88800000000001,-34.256977810062331]
[5,"ปีหนึ่งวิ่งใช้งาน",60000,85000,120000,"ก.ม.",null,null,{"$f":"\"เมื่อใช้งานครบอายุ  12 ปี แล้วมีซากรถตีค่า  0.1*\"&TEXT(J9,\"0.00\")","v":"เมื่อใช้งานครบอายุ  12 ปี แล้วมีซากรถตีค่า  0.1*2240160.00"},{"$f":"0.1*J9","v":224016},"บาท",null,null,"          รวมค่าใช้จ่ายคงที่",{"$f":"SUM(O6:O9)","v":364436.53901488759},"บาท/ปี",null,null," ปรับกรณีกองวัสดุมีความสูงน้อยกว่า 3.0 ม. เพิ่มเวลา",0.01,"นาที",null,null,3,1059.8699999999999,21.445,49.422699999999999,78.003890988351927,127.42659098835193,8.4951060658901287,11.89314849224618,3.9643828307487268,null,3,1059.8800000000001,21.44,49.434701492537314,78.003890988351927,127.43859248088924,8.4959061653926167,11.894268631549663,3.9647562105165544,null,3,8.4959061653926167,11.894268631549663,null,43,86.333156007678753,120.86641841075024,null,83,165.95467671184912,232.33654739658874,null,123,245.62286778406406,343.87201489768967,null,150,299.48708541741144,419.281919584376,null,177,353.30126946646493,494.62177725305088,null,3,6.11,8.56,-28.083009851396561,43,56.825200000000002,79.556999999999988,-34.179169825616263,83,109.08120000000001,152.70699999999999,-34.270487484121837]
[6,"ราคาน้ำมันเชื้อเพลิงโซล่า",{"$f":"J14","v":30.5},{"$f":"C11","v":30.5},{"$f":"C11","v":30.5},"บาท/ลิตร",null,null,{"$f":"\"ดังนั้น  ตัวรถที่ใช้คิดมีราคา  \"&TEXT(J9,\"0.00\")&\"-\"&TEXT(J10,\"0.00\")","v":"ดังนั้น  ตัวรถที่ใช้คิดมีราคา  2240160.00-224016.00"},{"$f":"+J9-J10","v":2016144},"บาท",null,null,null,null,null,null,null,"    รวมเวลาที่ใช้ตัก 1 ครั้ง ปริมาตร 3.00 ลบ.ม.",{"$f":"SUM(T8:T10)","v":0.45},"นาที",null,null,4,1059.8699999999999,22.315999999999999,47.493720000000003,104.00518798446923,151.49890798446924,10.099927198964616,14.139898078550463,3.5349745196376157,null,4,1059.8800000000001,22.31,47.506947557149267,104.00518798446923,151.51213554161851,10.100809036107901,14.141132650551059,3.5352831626377648,null,4,10.100809036107901,14.141132650551059,null,44,88.328264135140913,123.65956978919726,null,84,167.96760073099955,235.15464102339936,null,124,247.65640084691543,346.71896118568156,null,151,301.44226991072696,422.0191778750177,null,178,355.03468926620616,497.04856497268861,null,4,7.06,9.89,-30.104608702508472,44,58.131599999999999,81.385999999999996,-34.186864681208348,84,110.38760000000001,154.536,-34.280421033824268]
[7,"ราคาน้ำมันหล่อลื่น",60,60,60,"บาท/ลิตร",null,null,{"$f":"\"เมื่อใช้งานครบอายุ  12 ปี  อัตราดอกเบี้ยคำนวณค่าเสื่อมราคา \"&TEXT(D9,\"0.00\")&\"%ต่อปี\"","v":"เมื่อใช้งานครบอายุ  12 ปี  อัตราดอกเบี้ยคำนวณค่าเสื่อมราคา 7.00%ต่อปี"},{"$f":"+D9","v":7},"%ต่อปี",null,2,"ค่าใช้จ่ายการเดินรถ (Running Cost)",null,null,null,null,null,null,null,null,null,5,1059.8699999999999,23.259,45.568159999999999,130.00648498058655,175.57464498058656,11.704976332039104,16.386966864854745,3.2773933729709492,null,5,1059.8800000000001,23.25,45.586236559139792,130.00648498058655,175.59272153972634,11.706181435981756,16.388654010374459,3.2777308020748919,null,5,11.706181435981756,16.388654010374459,null,45,90.313763229931482,126.43926852190407,null,85,169.98769152500662,237.98276813500925,null,125,249.54197109167526,349.35875952834533,null,152,303.39996021978914,424.75994430770476,null,179,357.07596313821404,499.90634839349963,null,5,8.01,11.22,-31.574612577083904,45,59.437999999999995,83.204999999999998,-34.187218122363376,85,111.694,156.36500000000001,-34.292889680445555]
[8,"เงินเดือนพนักงานขับรถ",7000,7000,7000,"บาท",null,null,"ปีหนึ่งรถบรรทุก 10 ล้อ จะวิ่งใช้งานเป็นระยะทาง",{"$f":"+D10","v":85000},"ก.ม.",null,null,{"$f":"\"น้ำมันเชื้อเพลิง  \"&TEXT(D25,\"0.0000\")&\"*\"&TEXT(J14,\"0.00\")","v":"น้ำมันเชื้อเพลิง  0.2730*30.50"},{"$f":"+D25*J14","v":8.3265000000000011},"บาท/ก.ม.",null,2,"รถบรรทุก  10  ล้อ",null,null,null,null,6,1059.8699999999999,24.286999999999999,43.639389999999999,156.00778197670385,199.64717197670385,13.30981146511359,18.633736051159026,3.105622675193171,null,6,1059.8800000000001,24.28,43.65238879736409,156.00778197670385,199.66017077406795,13.31067805160453,18.634949272246342,3.1058248787077236,null,6,13.31067805160453,18.634949272246342,null,46,92.310027276823803,129.23403818755332,null,86,171.94098519413623,240.71737927179072,null,126,251.58397770948241,352.21756879327535,null,153,305.36019905736623,427.50427868031272,null,180,359.12134173118551,502.76987842365969,null,6,8.9600000000000009,12.55,-32.685623036912673,46,60.754399999999997,85.043999999999997,-34.1843981718186,86,113.00040000000001,158.20399999999998,-34.279543721112923]
[9,"เงินเดือนเด็กท้ายรถ","-","-",4500,"บาท",null,2,"น้ำมันเชื้อเพลิงโซล่า  เฉลี่ยระหว่าง  กทม.  กับจังหวัดไกลสุดของทุกภาค",{"$f":"ข้อมูลเริ่มต้น!B28+0.5","v":30.5},"บาท",null,null,{"$f":"\"น้ำมันหล่อลื่น \"&TEXT(J29,\"0.0000\")&\"*\"&TEXT(J15,\"0.00\")","v":"น้ำมันหล่อลื่น 0.0023*60.00"},{"$f":"+J29*J15","v":0.13739999999999999},"บาท/ก.ม.",null,null,{"$f":"\"รถบรรทุก  10  ล้อ หนึ่งคันบรรทุกตามกฎหมาย  \"&TEXT(J20,\"0.00\")&\"/\"&TEXT(J19,\"0.00\")","v":"รถบรรทุก  10  ล้อ หนึ่งคันบรรทุกตามกฎหมาย  15.00/1.40"},{"$f":"+J20/J19","v":10.714285714285715},"ลบ.ม.",null,null,7,1059.8699999999999,25.408999999999999,41.712380000000003,182.00907897282116,223.72145897282115,14.91476393152141,20.880669504129973,2.9829527863042817,null,7,1059.8800000000001,25.4,41.727559055118114,182.00907897282116,223.73663802793928,14.915775868529286,20.882086215940998,2.9831551737058568,null,7,14.915775868529286,20.882086215940998,null,47,94.294445046394429,132.0122230649522,null,87,173.89859011560674,243.4580261618494,null,127,253.63183431436195,355.08456804010672,null,154,307.32303011251861,430.25224215752604,null,181,361.17090769050901,505.63927076671257,null,7,9.91,13.88,-33.56027814209078,47,62.050800000000002,86.87299999999999,-34.19463896365265,87,114.30680000000001,160.03299999999999,-34.268127232078456]
[10,"ค่าทะเบียนรถยนต์",3400,3600,6800,"บาท",null,3,"น้ำมันหล่อลื่นเฉลี่ยลิตรละ",{"$f":"+D12","v":60},"บาท",null,null,{"$f":"\"ยางรถยนต์สึกหรอ \"&TEXT(J8,\"0.00\")&\"/11*10/\"&TEXT(J30,\"0.00\")","v":"ยางรถยนต์สึกหรอ 59840.00/11*10/50800.00"},{"$f":"+J8/11*10/J30","v":1.0708661417322836},"บาท/ก.ม.",null,null,"สัมประสิทธิ์ในการตักของรถตักสำหรับวัสดุมวลหลวม",0.85,"ความจุปุ้งกี๋",null,null,8,1059.8699999999999,{"$f":"ROUNDDOWN(IF(2*X15>2*4,10*60/(X15*2/$D$22*60+$T$24),10*60/(+$T$24*5-X15*60/$D$22)),3)","v":25.311},41.87388,208.01037596893846,249.88425596893848,16.658950397929232,23.322530557100922,2.9153163196376153,null,8,1059.8800000000001,{"$f":"ROUNDDOWN(IF(2*AH15>2*4,10*60/(AH15*2/$D$22*60+$T$24),10*60/(+$T$24*5-AH15*60/$D$22)),2)","v":25.31},41.875938364282895,208.01037596893846,249.88631433322135,16.659087622214756,23.322722671100657,2.9153403338875821,null,8,16.659087622214756,23.322722671100657,null,48,96.289088659180337,134.80472412285246,null,88,175.93785186949526,246.31299261729336,null,128,255.52471849385182,357.7346058913925,null,155,309.28849807865282,433.00389731011393,null,182,363.22474589523233,508.51464425332523,null,8,11.1012,15.542,-33.362497084194203,48,63.357199999999999,88.701999999999998,-34.201059660813982,88,115.61320000000001,161.86199999999999,-34.287477781780602]
[11,"ค่าประกันอุบัติเหตุปีละ",15000,23000,30000,"บาท",null,4,"เงินเดือนพนักงานขับรถและเบี้ยเลี้ยง",{"$f":"+D13","v":7000},"บาท",null,null,{"$f":"\"ค่าซ่อมบำรุงรักษารถบรรทุก  \"&TEXT(J27,\"0.00\")&\"/\"&TEXT(J13,\"0.00\")","v":"ค่าซ่อมบำรุงรักษารถบรรทุก  92325.00/85000.00"},{"$f":"+J27/J13","v":1.0861764705882353},"บาท/ก.ม.",null,null,"ตัก 1 ครั้ง ปุ้งกี๋จุ ",3,"ลบ.ม.",null,null,9,1059.8699999999999,{"$f":"ROUNDDOWN(IF(2*X16>4*4,10*60/(X16*2/$D$22*60+$T$24),10*60/(+$T$24*5-X16*60/$D$22)),3)","v":23.178000000000001},45.727409999999999,234.01167296505577,279.73908296505579,18.649272197670385,26.108981076738537,2.9009978974153929,null,9,1059.8800000000001,{"$f":"ROUNDDOWN(IF(2*AH16>4*4,10*60/(AH16*2/$D$22*60+$T$24),10*60/(+$T$24*5-AH16*60/$D$22)),2)","v":23.17},45.74363400949504,234.01167296505577,279.75530697455082,18.650353798303389,26.110495317624743,2.9011661464027494,null,9,18.650353798303389,26.110495317624743,null,49,98.269394086687598,137.57715172136264,null,89,177.90602326949337,249.06843257729071,null,129,257.58166698712165,360.61433378197029,null,156,311.25664868254876,435.75930815556825,null,183,365.28294353403703,511.39612094765181,null,9,12.4076,17.370999999999999,-33.47257572599662,49,64.663600000000002,90.530999999999992,-34.197620122743913,89,116.9196,163.691,-34.280134055444925]
[12,"น้ำหนักตัวรถ",6,10,17,"ตัน",null,5,"ค่าทะเบียนรถยนต์ต่อปี",{"$f":"+D15","v":3600},"บาท",null,null,"          รวมค่าใช้จ่ายเดินรถ",{"$f":"SUM(O13:O16)","v":10.620942612320519},"บาท/ก.ม.",null,null,"ตัก 1 ครั้งได้วัสดุ   .85 x 3.0",{"$f":"+T16*T15","v":2.5499999999999998},"ลบ.ม.",null,null,10,1059.8699999999999,21.376000000000001,49.582239999999999,260.0129699611731,309.59520996117311,20.639680664078206,28.895552929709485,2.8895552929709485,null,10,1059.8800000000001,21.37,49.596630790828264,260.0129699611731,309.60960075200137,20.640640050133424,28.896896070186791,2.8896896070186791,null,10,20.640640050133424,28.896896070186791,null,50,100.25919511526283,140.36287316136796,null,90,179.87895314787502,251.83053440702503,null,130,259.6448975909455,363.50285662732369,null,157,313.22752871439991,438.51854020015986,null,184,367.01636333377814,513.82290866728943,null,10,13.724,19.2,-33.509813810685166,50,65.97,92.36,-34.200548962957775,90,118.226,165.52,-34.27468976717433]
[13,"น้ำหนักบรรทุก",9,15,30,"ตัน",null,6,"ค่าประกันอุบัติเหตุประเภท 1 คิด 1% ต่อปี",{"$f":"+D16","v":23000},"บาท",null,null,null,null,null,null,null,{"$f":"\"ดังนั้น ตักเต็มคันรถ  10 ล้อ ต้องตัก  \"&TEXT(T14,\"0.00\")&\"/\"&TEXT(T17,\"0.00\")","v":"ดังนั้น ตักเต็มคันรถ  10 ล้อ ต้องตัก  10.71/2.55"},{"$f":"+T14/T17","v":4.2016806722689086},"ครั้ง",null,null,11,1059.8699999999999,19.834,53.437019999999997,286.01426695729037,339.45128695729039,22.630085797152692,31.682120116013767,2.8801927378194332,null,11,1059.8800000000001,19.829999999999998,53.448310640443779,286.01426695729037,339.46257759773414,22.630838506515609,31.683173909121852,2.8802885371928957,null,11,22.630838506515609,31.683173909121852,null,51,102.25905030967466,143.16267043354452,null,91,181.93937529242672,254.71512540939739,null,131,261.54563604251393,366.16389045951951,null,158,315.44424992772969,441.62194989882153,null,185,369.07900998407695,516.71061397770768,null,11,15.0204,21.029,-33.628619214990643,51,67.27640000000001,94.188999999999993,-34.209832971981911,91,119.53240000000001,167.34899999999999,-34.300972613609062]
[14,"วัสดุก่อสร้างมีความหนาแน่น",1.4,1.4,1.4,"ตัน/ลบ.ม.",null,7,"วัสดุก่อสร้างมีความหนาแน่นของมวลหลวม  เฉลี่ยจาก ดิน ทราย ลูกรัง หิน",{"$f":"+D19","v":1.4},"ตัน/ลบ.ม.",null,3,"Terminal Cost",null,null,null,null,"คิดเป็น",{"$f":"ROUNDUP(T18,0)","v":5},"ครั้ง",null,null,12,1059.8699999999999,18.5,57.29027,312.01556395340771,369.30583395340773,24.620388930227183,34.468544502318053,2.8723787085265045,null,12,1059.8800000000001,18.5,57.290810810810818,312.01556395340771,369.3063747642185,24.620424984281232,34.468594977993725,2.8723829148328104,null,12,24.620424984281232,34.468594977993725,null,52,104.24135586731178,145.9378982142365,null,92,183.92398720479054,257.49358208670674,null,132,263.61863852478137,369.06609393469392,null,159,317.42361009178228,444.39305412849518,null,186,371.14619769438337,519.60467677213671,null,12,16.326799999999999,22.858000000000001,-33.685953794771009,52,68.582800000000006,96.018000000000001,-34.207686163159032,92,120.83880000000001,169.178,-34.299597438885556]
[15,"เวลาที่สามารถทำงานได้ต่อปี",300,300,300,"วัน",null,8,"น้ำหนักรถบรรทุก10 ตัน  น้ำหนักบรรทุกตามกฎหมาย",{"$f":"+D18","v":15},"ตัน",null,null,{"$f":"\"ปีหนึ่งรถบรรทุกใช้งานวิ่งเป็นระยะทาง  \"&TEXT(J13,\"0.00\")&\"  กม. \"","v":"ปีหนึ่งรถบรรทุกใช้งานวิ่งเป็นระยะทาง  85000.00  กม. "},{"$f":"+J13","v":85000},"ก.ม.",null,null,"ดังนั้น ต้องใช้เวลาตักเต็มคันรถ 10 ล้อ ",{"$f":"+T19*T11","v":2.25},"นาที",null,null,13,1059.8699999999999,17.334,61.143990000000002,338.01686094952498,399.16085094952496,26.610723396634999,37.255012755288995,2.8657702119453075,null,13,1059.8800000000001,17.329999999999998,61.158684362377393,338.01686094952498,399.1755453119024,26.611703020793492,37.256384229110886,2.8658757099316068,null,13,26.611703020793492,37.256384229110886,null,53,106.2327670014573,148.72587380204021,null,93,185.91386888175481,260.27941643445672,null,133,265.52437131936887,371.7341198471164,null,160,319.40589811731479,447.16825736424067,null,187,373.21802107011428,522.50522949815991,null,13,17.633199999999999,24.687000000000001,-33.73892686904702,53,69.889200000000002,97.846999999999994,-34.211258943258763,93,122.1452,170.99700000000001,-34.300113953474359]
[16,"เวลาที่สามารถทำงานได้ต่อวัน",10,10,10,"ชม.",null,9,"เวลาที่ทำการได้ตลอดปี",{"$f":"+D20","v":300},"วัน",null,null,"ด้วยความเร็วเฉลี่ย",{"$f":"+D22","v":55},"ก.ม./ช.ม.",null,null,"เวลารถ 10 ล้อ เข้าจอดในที่รอตักวัสดุใส่รถ",2,"นาที",null,null,14,1059.8699999999999,16.306000000000001,64.998769999999993,364.01815794564232,429.01692794564229,28.601128529709488,40.041579941593284,2.860112852970949,null,14,1059.8800000000001,16.3,65.02331288343558,364.01815794564232,429.04147082907787,28.602764721938524,40.043870610713931,2.8602764721938523,null,14,28.602764721938524,40.043870610713931,null,54,108.23379271949368,151.52730980729115,null,94,187.90918791300649,263.07286307820908,null,134,267.60758649864795,374.65062109810708,null,161,321.39116660064116,449.94763324089757,null,188,374.95144086985539,524.93201721779747,null,14,18.939599999999999,26.515999999999998,-33.784023383329824,54,71.195600000000013,99.675999999999988,-34.220544054558317,94,123.45160000000001,172.82599999999999,-34.30252061056612]
[17,"ความเร็วเฉลี่ยของรถ",55,55,55,"ก.ม./ชม.",null,10,"เวลาที่ทำการได้ต่อวัน",{"$f":"+D21","v":10},"ชม.",null,null,{"$f":"\"ดังนั้น จำนวนชั่วโมงที่วิ่งทำงานต่อปี   \"&TEXT(O20,\"0.00\")&\"/\"&TEXT(O21,\"0.00\")","v":"ดังนั้น จำนวนชั่วโมงที่วิ่งทำงานต่อปี   85000.00/55.00"},{"$f":"+O20/O21","v":1545.4545454545455},"ชม.",null,null,"เวลาถึงหน้างานเทลงกองและออกรถใช้เวลา",2,"นาที",null,null,15,1059.8699999999999,15.393000000000001,68.854020000000006,390.01945494175959,458.87347494175958,30.591564996117306,42.828190994564224,2.8552127329709482,null,15,1059.8800000000001,15.39,68.868096166341786,390.01945494175959,458.88755110810138,30.59250340720676,42.829504770089464,2.8553003180059644,null,15,30.59250340720676,42.829504770089464,null,55,110.21359775769329,154.2990368607706,null,95,189.82031395287103,265.74843953401944,null,135,269.51854063674756,377.32595689144654,null,162,323.37946940545652,452.73125716763911,null,189,377.02799716273307,527.83919602782623,null,15,20.245999999999999,28.344999999999999,-33.82038818297363,55,72.50200000000001,101.495,-34.216828526551645,95,124.75800000000001,174.655,-34.275738248449436]
[18,"เวลาใช้ตักวัสดุใส่รถ เทกอง",5.35,{"$f":"+T24","v":6.25},12,"นาที/เที่ยว",null,11,"ความเร็วของรถเวลาวิ่งรถเปล่า",60,"ก.ม./ชม.",null,null,{"$f":"\"ในหนึ่งวันทำงาน 10 ชั่วโมง ดังนั้นปีหนึ่งมีวันวิ่งรถ \"&TEXT(O22,\"0.00\")&\"/\"&TEXT(J22,\"0.00\")","v":"ในหนึ่งวันทำงาน 10 ชั่วโมง ดังนั้นปีหนึ่งมีวันวิ่งรถ 1545.45/10.00"},{"$f":"+O22/J22","v":154.54545454545456},"วัน",null,null,"      รวมเวลาที่ใช้ในงาน ตักใส่ - เทกอง",{"$f":"SUM(T20:T22)","v":6.25},"นาที",null,null,16,1059.8699999999999,14.577,72.708370000000002,416.02075193787692,488.72912193787693,32.58194146252513,45.614718047535177,2.8509198779709486,null,16,1059.8800000000001,14.57,72.743994509265619,416.02075193787692,488.76474644714256,32.584316429809505,45.618043001733305,2.8511276876083316,null,16,32.584316429809505,45.618043001733305,null,56,112.20184426016559,157.08258196423182,null,96,191.82508734589419,268.55512228425187,null,136,271.43128805099224,380.00380327138913,null,163,325.3708617012424,455.51920638173931,null,190,379.10938636396475,530.75314090955067,null,16,21.552399999999999,30.184000000000001,-33.85652251927263,56,73.808400000000006,103.33399999999999,-34.218193571882487,96,126.0744,176.494,-34.276375554222582]
[19,"ค่าซ่อมบำรุงรักษารถต่อปี",48075,92325,187350,"บาท",null,null,"ความเร็วของรถเวลาวิ่งรถบรรทุกเต็ม",50,"ก.ม./ชม.",null,null,{"$f":"\"และวันที่ไม่วิ่งรถมี \"&TEXT(J21,\"0.00\")&\"-\"&TEXT(O23,\"0.00\")","v":"และวันที่ไม่วิ่งรถมี 300.00-154.55"},{"$f":"+J21-O23","v":145.45454545454544},"วัน",null,null,"คิดเป็น",{"$f":"+T23","v":6.25},"นาที",null,null,17,1059.8699999999999,13.843,76.563599999999994,442.02204893399426,518.58564893399421,34.572376595599614,48.40132723383946,2.8471368961082035,null,17,1059.8800000000001,13.84,76.580924855491332,442.02204893399426,518.60297378948553,34.573531585965704,48.402944220351984,2.8472320129618813,null,17,34.573531585965704,48.402944220351984,null,57,114.19897361066336,159.87856305492869,null,97,193.83578118095252,271.37009365333353,null,137,273.52885270059249,382.94039378082948,null,164,327.36540000307764,458.31156000430866,null,191,381.19571130138786,533.67399582194298,null,17,22.858799999999999,32.003,-33.883526063391855,57,75.124799999999993,105.163,-34.215871102202975,97,127.3708,178.32299999999998,-34.289325106031441]
[20,"การสิ้นเปลืองเชื้อเพลิง",0.17,0.27300000000000002,0.38550000000000001,"ลิตร/ก.ม.",null,null,"ความเร็วเฉลี่ย ไป - กลับ",{"$f":"+D22","v":55},"ก.ม./ชม.",null,null,{"$f":"\"สัดส่วนของวันที่ไม่วิ่งรถ \"&TEXT(O24,\"0.00\")&\"/\"&TEXT(J21,\"0.00\")","v":"สัดส่วนของวันที่ไม่วิ่งรถ 145.45/300.00"},{"$f":"+O24/J21","v":0.48484848484848481},null,null,null,null,null,null,null,null,18,1059.8699999999999,13.18,80.415019999999998,468.02334593011153,548.43836593011156,36.562557728674101,51.187580820143737,2.8437544900079854,null,18,1059.8800000000001,13.18,80.415781487101683,468.02334593011153,548.43912741721317,36.562608494480877,51.187651892273223,2.8437584384596235,null,18,36.562608494480877,51.187651892273223,null,58,116.20545851063363,162.68764191488708,null,98,195.85259135502523,274.1936278970353,null,138,275.44714603949285,385.62600445528994,null,165,329.36314221291406,461.10839909807964,null,192,382.92913110112903,536.10078354158065,null,18,24.165199999999999,33.831999999999994,-33.907341420545158,58,76.421199999999999,106.99199999999999,-34.236135737972319,98,128.6772,180.15199999999999,-34.298954581231598]
[21,"การสิ้นเปลืองน้ำมันหล่อลื่น",1.4E-3,2.2899999999999999E-3,2.2899999999999999E-3,"ลิตร/ก.ม.",null,12,"เวลาในการตักวัสดุใส่รถ - เทลงกอง",{"$f":"+T24","v":6.25},"นาที/เที่ยว",null,null,{"$f":"\"สัดส่วนของวันที่วิ่งรถ \"&TEXT(O23,\"0.00\")&\"/\"&TEXT(J21,\"0.00\")","v":"สัดส่วนของวันที่วิ่งรถ 154.55/300.00"},{"$f":"ROUND(O23/J21,2)","v":0.52},null,null,3,"กรณีต้องรอคิวตัก - เท",null,null,null,null,19,1059.8699999999999,12.577,84.270489999999995,494.02464292622886,578.29513292622892,38.553008861748594,53.974212406448032,2.8407480213920016,null,19,1059.8800000000001,12.57,84.318217979315833,494.02464292622886,578.34286090554474,38.556190727036316,53.978667017850839,2.8409824746237282,null,19,38.556190727036316,53.978667017850839,null,59,118.1858822988422,165.46023521837907,null,99,197.87572250399009,277.0260115055861,null,139,277.55606028146428,388.57848439404995,null,166,331.36414766238136,463.90980672733389,null,193,385.02049754051887,539.02869655672635,null,19,25.471599999999999,35.660999999999994,-33.936419755961936,59,77.72760000000001,108.821,-34.232753956636103,99,129.9836,181.98099999999999,-34.310486220774798]
[22,"ยาง 1 ชุดใช้วิ่งได้ระยะทาง",45000,50800,50800,"ก.ม.",null,13,"ค่าซ่อมบำรุงรักษาปีหนึ่งเป็นเงิน",{"$f":"+D24","v":92325},"บาท",null,null,"มูลค่ารถ + เงินเดือนเบี้ยเลี้ยงพนักงาน",{"$f":"+O6+O7","v":337836.53901488759},"บาท/ปี",null,null,null,null,null,null,null,20,1059.8699999999999,12.026999999999999,88.124219999999994,520.0259399223462,608.15015992234623,40.543343994823083,56.760681592752313,2.8380340796376156,null,20,1059.8800000000001,12.02,88.176372712146431,520.0259399223462,608.20231263449261,40.54682084229951,56.765549179219313,2.8382774589609658,null,20,40.54682084229951,56.765549179219313,null,60,120.174219258306,168.2439069616284,null,100,199.80590007399053,279.72826010358671,null,140,279.48016085265044,391.2722251937106,null,167,333.36847715718682,466.71586802006152,null,194,387.11701429127066,541.96382000777885,null,20,26.777999999999999,37.49,-33.957830863857801,60,79.043999999999997,110.65,-34.225493214896197,100,131.29,183.81,-34.291229662696786]
[23,"ตัวรถพ่วง",0,"-",60960,"ก.ม.",null,14,"การสิ้นเปลืองเชื้อเพลิงที่ความเร็ว  55 กม. /ชม.",{"$f":"+D25","v":0.27300000000000002},"ลิตร/ก.ม.",null,null,{"$f":"\"ดังนั้น ค่า Terminal Cost เฉลี่ยต่อวัน \"&TEXT(O27,\"0.00\")&\"/\"&TEXT(J21,\"0.00\")","v":"ดังนั้น ค่า Terminal Cost เฉลี่ยต่อวัน 337836.54/300.00"},{"$f":"+O27/J21","v":1126.121796716292},"บาท/วัน",null,null,null,null,null,null,null,25,1059.8699999999999,9.8689999999999998,107.39385,650.03242490293269,757.42627490293273,50.495084993528849,70.693118990940377,2.8277247596376149,null,21,1059.8800000000001,11.52,92.003472222222229,546.02723691846347,638.03070914068576,42.535380609379054,59.549532853130671,2.8356920406252701,null,21,42.535380609379054,59.549532853130671,null,61,122.17085584622588,171.03919818471621,null,101,201.84004623850299,282.57606473390416,null,141,281.40625808112924,393.9687613135809,null,168,335.37619302318052,469.52667023245272,null,195,389.21879331667481,544.90631064334468,null,21,28.0944,39.318999999999996,-33.950514612757026,61,80.340400000000002,112.479,-34.239308185642138,101,132.59640000000002,185.63899999999998,-34.306198164799099]
[null,null,null,null,null,null,null,15,"การสิ้นเปลืองน้ำมันหล่อลื่น",{"$f":"+D26","v":2.2899999999999999E-3},"ลิตร/ก.ม.",null,null,{"$f":"\"ค่าใช้จ่ายในการวิ่งรถส่วนหนึ่งจะมีค่า Terminal Cost\"&TEXT(O28,\"0.00\")&\"*\"&TEXT(O24,\"0.00\")&\"/\"&TEXT(O23,\"0.00\")","v":"ค่าใช้จ่ายในการวิ่งรถส่วนหนึ่งจะมีค่า Terminal Cost1126.12*145.45/154.55"},{"$f":"+O28*O24/O23","v":1059.8793380859217},"บาท/วัน",null,null,null,null,null,null,null,30,1059.8699999999999,8.3670000000000009,126.67264,780.03890988351918,906.71154988351918,60.447436658901282,84.626411322461792,2.820880377415393,null,22,1059.8800000000001,11.05,95.916742081447964,572.02853391458075,667.94527599602873,44.529685066401917,62.341559092962683,2.8337072314983036,null,22,44.529685066401917,62.341559092962683,null,62,124.17620410089401,173.8466857412516,null,102,203.77777631660027,285.28888684324033,null,142,283.5311494821151,396.94360927496109,null,169,337.10961282292169,471.95345795209033,null,196,390.95221311641592,547.33309836298224,null,22,29.390799999999999,41.147999999999996,-33.997287525898891,62,81.646800000000013,114.30799999999999,-34.249238337434257,102,133.90280000000001,187.458,-34.289792331445739]
[null,null,null,null,null,null,null,16,"ยางรถยนต์ 1 ชุด มีเวลาใช้งานได้ระยะทาง",{"$f":"+D27","v":50800},"ก.ม.",null,null,null,null,null,null,null,null,null,null,null,null,35,1059.8699999999999,7.2619999999999996,145.94739000000001,910.04539486410579,1055.9927848641057,70.399518990940379,98.559326587316519,2.8159807596376147,null,23,1059.8800000000001,10.63,99.706491063029162,598.02983091069802,697.73632197372717,46.51575479824848,65.122056717547864,2.8313937703281682,null,23,46.51575479824848,65.122056717547864,null,63,126.14997176418828,176.60996046986358,null,103,205.82357785467732,288.15300899654824,null,143,285.46342852610559,399.64879993654779,null,170,339.12077895389967,474.7690905354595,null,197,393.059369648764,550.28311750826958,null,23,30.697199999999999,42.976999999999997,-34.006875448668673,63,82.95320000000001,116.137,-34.242395111221946,103,135.20920000000001,189.28700000000001,-34.308206373001113]
[null,null,null,null,null,null,null,17,"CRF",{"$f":"+J33","v":0.12590198865502047},null,null,4,"Time related cost",null,null,null,null,null,null,null,null,null,40,1059.8699999999999,6.415,165.21745000000001,1040.0518798446924,1205.2693298446925,80.351288656312832,112.49180411883796,2.8122951029709489,null,24,1059.8800000000001,10.23,103.60508308895406,624.03112790681541,727.63621099576949,48.509080733051299,67.912713026271817,2.8296963760946592,null,24,48.509080733051299,67.912713026271817,null,64,128.13075688335275,179.38305963669384,null,104,207.76930379046001,290.87702530664399,null,144,287.39783440693293,402.35696816970608,null,171,341.13546086122255,477.58964520571152,null,198,395.17202230953279,553.24083123334583,null,24,32.013599999999997,44.805999999999997,-34.004933682060539,64,84.259600000000006,117.956,-34.239364498011994,104,136.51560000000001,191.11600000000001,-34.294625091645372]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"มูลค่ารถ + เงินเดือนเบี้ยเลี้ยงพนักงาน",{"$f":"+O27","v":337836.53901488759},"บาท/ปี",null,null,null,null,null,null,null,45,1059.8699999999999,5.7450000000000001,184.48562999999999,1170.0583648252789,1354.5439948252788,90.302932988351913,126.42410618369267,2.8094245818598371,null,25,1059.8800000000001,9.86,107.49290060851929,650.03242490293269,757.52532551145202,50.501688367430134,70.702363714402182,2.8280945485760873,null,25,50.501688367430134,70.702363714402182,null,65,130.11887134531491,182.16641988344088,null,105,209.82745167623324,293.75843234672652,null,145,289.53974483634119,405.35564277087764,null,172,343.15372572532982,480.41521601546174,null,199,396.90544210927396,555.6676189529835,null,25,33.31,46.634999999999998,-34.041809141805842,65,85.566000000000003,119.785,-34.240130493507458,105,137.822,192.94499999999999,-34.316506777835095]
[null,null,null,null,null,null,null,null,{"$f":"D9/100","v":7.0000000000000007E-2},{"$f":"I33*(1+I33)^D8/((1+I33)^D8-1)","v":0.12590198865502047},null,null,null,"ดังนั้น ค่า Time related cost ของค่ารถ + เงินเดือน",null,null,null,null,"จำนวนรถบรรทุกกำหนดให้มี 9 คัน  รถที่เฉลี่ยคือคันที่ 5",null,null,null,null,50,1059.8699999999999,5.2009999999999996,203.78196,1300.0648498058654,1503.8468098058654,100.2564539870577,140.35903558188076,2.8071807116376153,null,26,1059.8800000000001,9.52,111.33193277310926,676.03372189904997,787.36565467215928,52.491043644810617,73.487461102734855,2.8264408116436481,null,26,52.491043644810617,73.487461102734855,null,66,132.11464579711833,184.96050411596565,null,106,211.78165221171577,296.49431309640204,null,146,291.4807400375708,408.07303605259909,null,173,345.17564244923676,483.24589942893141,null,200,399.02371303465054,558.63319824851067,null,26,34.616399999999999,48.474000000000004,-34.052749580980652,66,86.872399999999999,121.624,-34.244686139184388,106,139.1284,194.78399999999999,-34.305734917529648]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"TEXT(O32,\"0.00\")&\"*\"&TEXT(O26,\"0.00\")&\"/\"&TEXT(J13,\"0.00\")","v":"337836.54*0.52/85000.00"},{"$f":"+O32*O26/J13","v":2.0667647092675474},"บาท/ก.ม.",null,null,"วิ่งขนส่งวัสดุระยะทาง 1 ก.ม.( ขาเดียว)",null,null,null,null,60,1059.8699999999999,4.3739999999999997,242.31138000000001,1560.0778197670384,1802.3891997670385,120.15927998446924,168.22299197825691,2.8037165329709484,null,27,1059.8800000000001,9.1999999999999993,115.20434782608697,702.03501889516735,817.23936672125433,54.482624448083619,76.275674227317069,2.8250249713821138,null,27,54.482624448083619,76.275674227317069,null,67,134.11843107799234,187.76580350918925,null,107,213.73938523897013,299.23513933455814,null,147,293.42400382242323,410.7936053513925,null,174,347.20128171410056,486.08179439974077,null,"201-",{"$f":"BN34/1.4","v":1.9957598408292458},{"$f":"+AP208","v":2.794063777160944},null,27,35.922800000000002,50.292999999999992,-34.065584461279457,67,88.17880000000001,123.45299999999999,-34.253033463594271,107,140.44479999999999,196.613,-34.291567348256166]
[null,null,null,null,null,null,null,null,"\"&TEXT(",null,null,null,null," ",null,null,null,null,"ความเร็วเฉลี่ย ",{"$f":"+D22","v":55},"กม./ชม.",null,null,70,1059.8699999999999,3.774,280.83465000000001,1820.0907897282116,2100.9254397282116,140.06169598188077,196.08637437463307,2.8012339196376153,null,28,1059.8800000000001,8.9,119.08764044943821,728.03631589128463,847.12395634072288,56.474930422714856,79.064902591800788,2.8237465211357424,null,28,56.474930422714856,79.064902591800788,null,68,136.08354294597237,190.5169601243613,null,108,215.70073622150701,301.98103071010979,null,null,null,null,null,null,null,null,null,1000,"ต่อ กม.","ต่อ กม.",null,28,37.229199999999999,52.121999999999993,-34.07836057284279,68,89.485200000000006,125.282,-34.242452788338078,108,141.74120000000002,198.44199999999998,-34.288031425890267]
[null,null,null,null,null,null,null,null,",\"0.00\")&\"",null,null,null,5,"Trip related cost",null,null,null,null,"1 กม. ใช้เวลาเดินทาง   (1 x 60 )/55",{"$f":"60/T35","v":1.0909090909090908},"นาที",null,null,80,1059.8699999999999,3.3180000000000001,319.43036999999998,2080.1037596893848,2399.5341296893848,159.96894197929231,223.95651877100923,2.7994564846376155,null,29,1059.8800000000001,8.6300000000000008,122.81344148319815,754.03761288740191,876.85105437060008,58.456736958040004,81.839431741256007,2.8220493703881382,null,29,58.456736958040004,81.839431741256007,null,69,138.10299934095289,193.34419907733403,null,109,217.7830302806293,304.89624239288099,null,null,null,null,null,null,null,null,null,"@",null,null,null,29,38.535599999999995,53.950999999999993,-34.078427901884631,69,90.791600000000003,127.11099999999999,-34.258053457730533,109,143.04760000000002,200.27099999999999,-34.31646174834065]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"\"ค่าทะเบียนและเบี้ยประกันขึ้นกับระยะวิ่ง    (\"&TEXT(O8,\"0.00\")&\"+\"&TEXT(O9,\"0.00\")&\")/\"&TEXT(O20,\"0.00\")","v":"ค่าทะเบียนและเบี้ยประกันขึ้นกับระยะวิ่ง    (23000.00+3600.00)/85000.00"},{"$f":"+(O8+O9)/O20","v":0.31294117647058822},"บาท/ก.ม.",null,null,"วิ่งไปกลับใช้เวลาเดินทาง  2x1.091",null,null,null,null,90,1059.8699999999999,2.9609999999999999,357.94326000000001,2340.1167296505578,2698.0599896505578,179.87066597670386,251.8189323673854,2.7979881374153934,null,30,1059.8800000000001,8.36,126.77990430622012,780.03890988351918,906.81881418973933,60.454587612649291,84.636422657709005,2.8212140885903003,null,30,60.454587612649291,84.636422657709005,null,70,140.08173788285336,196.11443303599469,null,110,219.75381857509345,307.65534600513081,null,null,null,null,null,null,null,null,null,null,null,null,null,30,39.841999999999999,55.78,-34.095985807926333,70,92.098000000000013,128.94,-34.254099505090998,110,144.35400000000001,202.1,-34.311039081820596]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ดังนั้น รถคันที่ 5( คันเฉลี่ย) วิ่งครบ 1 เที่ยว",{"$f":"2*T36","v":2.1818181818181817},"นาที",null,null,100,1059.8699999999999,2.673,396.50952999999998,2600.1296996117308,2996.6392296117306,199.77594864078205,279.68632809709487,2.7968632809709488,null,31,1059.8800000000001,8.1199999999999992,130.52709359605913,806.04020687963657,936.56730047569567,62.437820031713045,87.412948044398263,2.8197725175612343,null,31,62.437820031713045,87.412948044398263,null,71,142.06707101459682,198.89389942043553,null,111,221.72854659561111,310.41996523385552,null,"   - ระยะขนส่งตั้งแต่ 201 กม.ถึง 1000 กม. ค่าขนส่งคิดเป็นกม.ละ ",null,null,null,null,null,{"$f":"BM34","v":1.9957598408292458},"บาท/ตัน",null,null,null,null,31,41.148400000000002,57.608999999999995,-34.096994451279443,71,93.414400000000001,130.76900000000001,-34.246268799050519,111,145.66040000000001,203.929,-34.30688008537949]
[null,null,null,null,null,null,null,null,null,null,null,null,6,"ดังนั้น ค่าใช้จ่ายในการเดินรถทั้งหมด ต่อ 1 กิโลเมตร ขาเดียว",null,null,null,null,"                                                          ใช้เวลารวม ( 4.25 x 5 +  2 x 5 ) - 1.091",{"$f":"+T24*5-T36","v":30.15909090909091},"นาที",null,null,150,1059.8699999999999,1.798,589.47163,3900.1945494175961,4489.6661794175961,299.31107862783972,419.03551007897556,2.7935700671931705,null,32,1059.8800000000001,7.88,134.502538071066,832.04150387575385,966.54404194681979,64.43626946312132,90.210777248369837,2.8190867890115574,null,32,64.43626946312132,90.210777248369837,null,72,144.0592682698281,201.68297557775932,null,112,223.7073132474388,313.19023854641432,null,null,null,null,null,null,null,{"$f":"BN34","v":2.794063777160944},"บาท/ลบ.ม.",null,null,null,null,32,42.464799999999997,59.437999999999995,-34.097984948827943,72,94.710800000000006,132.59799999999998,-34.255670504584728,112,146.96680000000001,205.74799999999999,-34.303980559883371]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"TEXT(O17,\"0.00\")&\"+\"&TEXT(O34,\"0.00\")&\"+\"&TEXT(O37,\"0.00\")","v":"10.62+2.07+0.31"},{"$f":"+O17+O34+O37","v":13.000648498058654},"บาท/ก.ม.",null,null,{"$f":"REPLACE(\"1  วันทำงาน 10  ชม.  ดังนั้นวิ่งได้  10*60/28.909\",44,10,ROUND(T39,3))","v":"1  วันทำงาน 10  ชม.  ดังนั้นวิ่งได้  10*60/30.159"},{"$f":"10*60/+T39","v":19.894498869630745},"เที่ยว",null,null,200,1059.8699999999999,1.355,782.19187999999997,5200.2593992234615,5982.4512792234618,398.8300852815641,558.36211939418968,2.7918105969709486,null,33,1059.8800000000001,7.66,138.36553524804179,858.04280087187112,996.40833611991297,66.427222407994194,92.998111371191868,2.8181245870058143,null,33,66.427222407994194,92.998111371191868,null,73,146.0586140735536,204.48205970297502,null,113,225.69022077440721,315.96630908417006,null,"   - การคิดค่าขนส่งใช้ระยะทางขนส่งคูณด้วยอัตราค่าขนส่งต่อตัน หรือต่อลบ.ม.",null,null,null,null,null,null,null,null,null,null,null,33,43.761199999999995,61.266999999999996,-34.121586883130689,73,96.017200000000003,134.42699999999999,-34.26118643598334,113,148.2732,207.577,-34.302337296125387]
[null,null,null,null,null,null,null,null,null,null,null,null,7,"ดังนั้น ค่าใช้จ่ายในการเดินรถทั้งหมด 1 เที่ยว /  1 กม.",null,null,null,null,"เขียนเป็นสูตรๆสำเร็จรูปดังนี้",null,null,null,null,250,1059.8699999999999,1.087,975.04138999999998,6500.3242490293269,7475.3656390293272,498.35770926862182,697.70079297607049,2.7908031719042818,null,34,1059.8800000000001,7.45,142.26577181208054,884.04409786798851,1026.3098696800691,68.420657978671272,95.788921170139773,2.817321210886464,null,34,68.420657978671272,95.788921170139773,null,74,148.06540878495369,207.29157229893517,null,114,227.67737490098801,318.7483248613832,null,"   - อัตราน้ำมันเชื้อเพลิงเฉลี่ย     ",null,null,null,null,null,{"$f":"+J14","v":30.5},"บาท/ลิตร",null,null,null,null,34,45.067599999999999,63.095999999999997,-34.13158930151053,74,97.323599999999999,136.24600000000001,-34.269860328180876,114,149.5796,209.40600000000001,-34.301948067940899]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"\"2*\"&TEXT(O40,\"0.00\")","v":"2*13.00"},{"$f":"2*O40","v":26.001296996117308},"บาท/ก.ม.",null,null,"  จำนวนเที่ยวต่อวัน                                         ชั่วโมงทำงานต่อวัน x 60 นาที",null,null,null,null,300,1059.8699999999999,0.90700000000000003,1168.54465,7800.3890988351923,8968.9337488351921,597.92891658901283,837.10048322461796,2.7903349440820597,null,35,1059.8800000000001,7.26,145.98898071625345,910.04539486410579,1056.0343755803592,70.402291705357285,98.563208387500197,2.8160916682142911,null,35,70.402291705357285,98.563208387500197,null,75,150.02310443290006,210.03234620606005,null,115,229.66888498167762,321.53643897434864,null,null,null,null,null,null,null,null,null,null,null,null,null,35,46.384,64.924999999999997,-34.115781068430202,75,98.63,138.07499999999999,-34.256793063422009,115,150.886,211.23500000000001,-34.30281162725317]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"                          (เวลารอตักและเท) x 5 - (60นาที/ความเร็วเฉลี่ย) x ระยะทางขาเดียว",null,null,null,null,350,1059.8699999999999,0.77900000000000003,1360.55198,9100.4539486410577,10461.005928641058,697.4003952427372,976.36055333983199,2.7896015809709485,null,36,1059.8800000000001,7.07,149.91230551626592,936.04669186022306,1085.9589973764889,72.397266491765933,101.3561730884723,2.8154492524575638,null,36,72.397266491765933,101.3561730884723,null,76,152.04411933971465,212.86176707560051,null,116,231.66486415814126,324.33080982139774,null,null,null,null,null,null,null,null,null,null,null,null,null,36,47.680399999999999,66.753999999999991,-34.140607359225491,76,99.936400000000006,139.91399999999999,-34.27144671296989,116,152.19239999999999,213.07399999999998,-34.304927701030671]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"การคำนวณจำนวนเที่ยวที่วิ่งต่อวัน รถบรรทุก 10 ล้อ",null,null,null,null,null,450,1059.8699999999999,0.60699999999999998,1746.07907,11700.583648252788,13446.662718252788,896.4441812168526,1255.0218537035935,2.7889374526746522,null,38,1059.8800000000001,6.72,157.72023809523813,988.04928585245773,1145.7695239476959,76.384634929846399,106.93848890178495,2.8141707605732882,null,38,76.384634929846399,106.93848890178495,null,78,155.9887051641237,218.38418722977318,null,118,235.67070230190845,329.93898322267182,null,null,null,null,null,null,null,null,null,null,null,null,null,38,50.293199999999999,70.411999999999992,-34.157962466940425,78,102.54920000000001,143.572,-34.258573470365846,118,154.80520000000001,216.732,-34.312921170114237]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ลำดับ","รายการ","ปริมาณ","หน่วย",null,null,600,1059.8699999999999,0.45600000000000002,2324.2763100000002,15600.778197670385,17925.054507670386,1195.0036338446923,1673.0050873825692,2.788341812304282,null,40,1059.8800000000001,6.41,165.34789391575666,1040.0518798446924,1205.3997737604491,80.359984917363278,112.50397888430858,2.8125994721077143,null,40,80.359984917363278,112.50397888430858,null,80,160.02061318372336,224.02885845721269,null,120,239.69587671632263,335.57422740285165,null,null,null,null,null,null,null,null,null,null,null,null,null,40,52.905999999999999,74.069999999999993,-34.163750709504342,80,105.16200000000001,147.22999999999999,-34.282216579647091,120,157.41800000000001,220.39,-34.3259457957625]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,4,"กรณีไม่ต้องรอคิวตักและเท",null,null,null,null,700,1059.8699999999999,0.39100000000000001,2710.6649600000001,18200.907897282115,20911.572857282117,1394.1048571521412,1951.7468000129975,2.7882097143042821,null,41,1059.8800000000001,{"$f":"ROUNDDOWN(IF(2*AH48>4*4,10*60/(AH48*2/$D$22*60+$T$24),10*60/(+$T$24*5-AH48*60/$D$22)),2)","v":6.26},169.30990415335467,1066.0531768408096,1235.3630809941642,82.357538732944278,115.30055422612197,2.8122086396615114]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,800,1059.8699999999999,0.34200000000000003,3099.0350800000001,20801.037596893846,23900.072676893848,1593.3381784595899,2230.6734498434257,2.788341812304282,null,42,1059.8800000000001,6.12,173.18300653594773,1092.0544738369269,1265.2374803728746,84.349165358191641,118.08883150146829,2.8116388452730545,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ตารางค่าขนส่งวัสดุก่อสร้าง  รถบรรทุก 10 ล้อ(น้ำหนัก 21 ตัน)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,900,1059.8699999999999,0.30399999999999999,3486.4144700000002,23401.167296505577,26887.581766505577,1792.5054511003718,2509.5076315405204,2.7883418128228006,null,43,1059.8800000000001,5.99,176.9415692821369,1118.0557708330443,1294.9973401151813,86.333156007678753,120.86641841075024,2.8108469397848892,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ภูมิประเทศเป็น ที่ราบ ผิวทางลาดยาง การจราจรปรกติ"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1000,1059.8699999999999,0.27400000000000002,3868.13868,26001.296996117308,29869.435676117308,1991.2957117411538,2787.8139964376151,2.787813996437615,null,44,1059.8800000000001,5.86,180.86689419795223,1144.0570678291615,1324.9239620271137,88.328264135140913,123.65956978919726,2.8104447679363016,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ราคาน้ำมันเชื้อเพลิงโซล่า ที่ อำเภอเมือง  12.00 - 12.99  บาท / ลิตร"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"วิ่งขนส่งวัสดุระยะทาง 20 ก.ม.( ขาเดียว)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,45,1059.8800000000001,5.74,184.6480836236934,1170.0583648252789,1354.7064484489722,90.313763229931482,126.43926852190407,2.8097615227089792,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ระยะ","ค่าบรรทุก","ค่าบรรทุก",null,"ระยะ","ค่าบรรทุก","ค่าบรรทุก",null,"ระยะ","ค่าบรรทุก","ค่าบรรทุก"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ความเร็วเฉลี่ย ",{"$f":"+D22","v":55},"ก.ม./ ช.ม.",null,null,null,null,null,null,null,null,null,null,null,null,46,1059.8800000000001,5.62,188.59074733096088,1196.059661821396,1384.650409152357,92.310027276823803,129.23403818755332,2.8094356127728983,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ขนส่ง",null,null,null,"ขนส่ง",null,null,null,"ขนส่ง"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"20 ก.ม. ใช้เวลาเดินทาง   20 x 60 / 55",{"$f":"20*60/T53","v":21.818181818181817},"นาที",null,null,null,null,null,null,null,null,null,null,null,null,47,1059.8800000000001,5.51,192.35571687840294,1222.0609588175134,1414.4166756959164,94.294445046394429,132.0122230649522,2.8087707035096212,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"กม.","บาท / ตัน","บาท / ลบ.ม.",null,"กม.","บาท / ตัน","บาท / ลบ.ม.",null,"กม.","บาท / ตัน","บาท / ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ดังนั้น เวลาวิ่ง 1 เที่ยว มากกว่าเวลารอ จึงไม่ต้องรอ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,48,1059.8800000000001,5.4,196.27407407407409,1248.0622558136308,1444.336329887705,96.289088659180337,134.80472412285246,2.8084317525594265,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,121,158.7244,222.209,{"$f":"+(BQ55-BE8)/BE8*100","v":-34.295206301690094},148,193.99719999999999,271.60200000000003,{"$f":"+(BU55-BI8)/BI8*100","v":-34.320520003024477},175,229.27,320.97500000000002,{"$f":"+(BY55-BM8)/BM8*100","v":-34.349990000381183}]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ไม่กระโดดหรือมากขึ้นกว่าระยะขนส่งก่อนหน้าช่วงนั้น",null,null,null,null,null,null,null,null,null,null,null,null,null,null,59,1059.8800000000001,4.4400000000000004,238.71171171171173,1534.0765227709212,1772.788234482633,118.1858822988422,165.46023521837907,2.8044107664132047,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,132,173.10479999999998,242.328,-34.335143763468253,159,208.36760000000001,291.71099999999996,-34.356615772925331,186,243.6404,341.10400000000004,-34.354601633121604]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"สำหรับรถบรรทุก 6 ล้อ รถบรรทุก 10 ล้อ + รถลากพ่วง ก็ใช้หลักเกณฑ์เดียวกัน",null,null,null,null,null,null,null,null,null,null,null,null,null,null,61,1059.8800000000001,4.3,246.48372093023261,1586.0791167631558,1832.5628376933882,122.17085584622588,171.03919818471621,2.8039212817166592,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,134,175.70760000000001,245.98599999999999,-34.341323316374755,161,210.9804,295.36899999999997,-34.354014072153063,188,246.25320000000002,344.75199999999995,-34.323975545016289]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"เพียงแต่ระยะเวลาที่ใช้ตักและเท ต่างกัน ตามความจุของกะบะบรรทุก ดังนี้",null,null,null,null,null,null,null,null,null,null,null,null,null,null,62,1059.8800000000001,4.2300000000000004,250.56264775413712,1612.0804137592731,1862.6430615134102,124.17620410089401,173.8466857412516,2.8039788022782517,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,135,177.01400000000001,247.815,-34.322143633681804,162,212.2868,297.19799999999998,-34.353655663330741,189,247.55960000000002,346.58099999999996,-34.339199777477489]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"รถบรรทุก 10 ล้อ + รถลากพ่วง เวลาตักใส่บรรทุก",7,"นาที/ต่อคัน",null,null,null,null,null,null,null,null,null,null,null,null,63,1059.8800000000001,4.17,254.16786570743409,1638.0817107553903,1892.2495764628243,126.14997176418828,176.60996046986358,2.8033327058708504,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,136,178.32040000000001,249.654,-34.30366805520962,163,213.5932,299.02699999999999,-34.353924969432995,190,248.86600000000001,348.41,-34.355094083300877]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"เวลาเทลงกอง",5,"นาที/ต่อคัน",null,null,null,null,null,null,null,null,null,null,null,null,64,1059.8800000000001,4.1100000000000003,257.87834549878346,1664.0830077515077,1921.9613532502913,128.13075688335275,179.38305963669384,2.8028603068233413,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,137,179.6268,251.483,-34.329852874197023,164,214.89959999999999,300.85599999999999,-34.354821860227233,191,250.17240000000001,350.23899999999998,-34.371664585123263]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"รถบรรทุก 6 ล้อ เวลาตักใส่บรรทุก",3,"นาที/ต่อคัน",null,null,null,null,null,null,null,null,null,null,null,null,65,{"$f":"ROUND($O$29,2)","v":1059.8800000000001},4.05,{"$f":"+AI72/AJ72","v":261.69876543209881},{"$f":"+$O$42*AH72","v":1690.0843047476251},{"$f":"+AK72+AL72","v":1951.7830701797238},{"$f":"+AM72/$J$20","v":130.11887134531491},{"$f":"+AN72*1.4","v":182.16641988344088},{"$f":"+AO72/AH72","v":2.8025603058990907},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,138,180.9332,253.31199999999998,-34.312915344543704,165,216.20600000000002,302.685,-34.356346448675957,192,251.47880000000001,352.06799999999998,-34.327587123794416]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"เวลาเทลงกอง",2,"นาที/ต่อคัน",null,null,null,null,null,null,null,null,null,null,null,null,66,1059.8800000000001,3.99,265.63408521303262,1716.0856017437422,1981.7196869567749,132.11464579711833,184.96050411596565,2.8024318805449342,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,139,182.2396,255.14099999999999,-34.341336371760605,166,217.51240000000001,304.524,-34.358499090970469,193,252.7852,353.89699999999999,-34.345001989563599]
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[null,"ภูมิประเทศเป็น ที่ราบ ผิวทางลาดยาง  และการจราจรปรกติ",null,null,null,null,null,null,null,null,null,null,null,"ภูมิประเทศเป็น ที่ราบ ผิวทางลาดยาง  และการจราจรปรกติ"]
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["ค่าขนส่งรถบรรทุก  10  ล้อ +  ลากพ่วง"]
[]
[null,"ตารางค่าขนส่งวัสดุก่อสร้าง  รถบรรทุก 10 ล้อ และรถลากพ่วง (กรณีน้ำหนักรวมไม่เกิน 47 ตัน)",null,null,null,null,null,null,null,null,null,null,null,"ตารางค่าขนส่งวัสดุก่อสร้าง  รถบรรทุก 10 ล้อ และรถลากพ่วง (กรณีน้ำหนักรวมไม่เกิน 47 ตัน)"]
[null,"ภูมิประเทศเป็น ที่ราบ ผิวทางลาดยาง  และการจราจรปรกติ",null,null,null,null,null,null,null,null,null,null,null,"ภูมิประเทศเป็น ที่ราบ ผิวทางลาดยาง  และการจราจรปรกติ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ตารางสำหรับคำนวณ"]
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[]
[null,"   - ระยะขนส่งตั้งแต่ 201 กม.ถึง 1000 กม. ค่าขนส่งคิดเป็นกม.ละ ",null,null,null,null,null,{"$f":"C206","v":2.58},null,"บาท/ตัน"]
[null,null,null,null,null,null,null,{"$f":"D206","v":3.61},null,"บาท/ลบ.ม."]
[null,"   - การคิดค่าขนส่งใช้ระยะทางขนส่งคูณด้วยอัตราค่าขนส่งต่อตัน หรือต่อลบ.ม."]
[null,"   - อัตราน้ำมันเชื้อเพลิงเฉลี่ย     ",null,null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!V29+0.5","v":30.5},null,"บาท/ลิตร"]

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[null,"ตารางค่าขนส่งวัสดุก่อสร้าง  รถบรรทุก 10 ล้อ"]
[null,{"$f":"\"ราคาน้ำมันเชื้อเพลิงโซล่า ที่ อำเภอ เมือง \"&ข้อมูลเริ่มต้น!B28&\".00 - \"&ข้อมูลเริ่มต้น!B28+0.99&\"  บาท / ลิตร\"","v":"ราคาน้ำมันเชื้อเพลิงโซล่า ที่ อำเภอ เมือง 30.00 - 30.99  บาท / ลิตร"}]
[null,"ภูมิประเทศเป็น ที่ราบ ผิวทางลาดยาง การจราจรปรกติ"]
[null,"ระยะขนส่ง","ค่าบรรทุก","ค่าบรรทุก"]
[null,"กม.","บาท / ตัน","บาท / ลบ.ม."]
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[null,199,{"$f":"ROUND(สูตร10ล้อ!BM32,2)","v":396.91},{"$f":"ROUND(สูตร10ล้อ!BN32,2)","v":555.66999999999996}]
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[null," 201-1000",{"$f":"ROUND(สูตร10ล้อ!BJ38,2)","v":2},{"$f":"ROUND(สูตร10ล้อ!BJ39,2)","v":2.79}]
[]
[null,"   - ระยะขนส่งตั้งแต่ 201 กม.ถึง 1000 กม. ค่าขนส่งคิดเป็นกม.ละ ",null,null,null,null,null,{"$f":"C206","v":2},null,"บาท/ตัน"]
[null,null,null,null,null,null,null,{"$f":"D206","v":2.79},null,"บาท/ลบ.ม."]
[null,"   - การคิดค่าขนส่งใช้ระยะทางขนส่งคูณด้วยอัตราค่าขนส่งต่อตัน หรือต่อลบ.ม."]
[null,"   - อัตราน้ำมันเชื้อเพลิงเฉลี่ย     ",null,null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!V29+0.5","v":30.5},null,"บาท/ลิตร"]

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[null,"ตารางค่าขนส่งวัสดุก่อสร้าง  รถบรรทุก 10 ล้อพ่วง"]
[null,{"$f":"\"ราคาน้ำมันเชื้อเพลิงโซล่า ที่ อำเภอ เมือง \"&ข้อมูลเริ่มต้น!B28&\".00 - \"&ข้อมูลเริ่มต้น!B28+0.99&\"  บาท / ลิตร\"","v":"ราคาน้ำมันเชื้อเพลิงโซล่า ที่ อำเภอ เมือง 30.00 - 30.99  บาท / ลิตร"}]
[null,"ภูมิประเทศเป็น ที่ราบ ผิวทางลาดยาง การจราจรปรกติ"]
[null,"ระยะขนส่ง","ค่าบรรทุก","ค่าบรรทุก"]
[null,"กม.","บาท / ตัน","บาท / ลบ.ม."]
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[null," 201-1000",{"$f":"ROUND(สูตร10ล้อพ่วง!CC35,2)","v":1.3},{"$f":"ROUND(สูตร10ล้อพ่วง!CD35,2)","v":1.83}]
[]
[null,"   - ระยะขนส่งตั้งแต่ 201 กม.ถึง 1000 กม. ค่าขนส่งคิดเป็นกม.ละ ",null,null,null,null,null,{"$f":"C206","v":1.3},null,"บาท/ตัน"]
[null,null,null,null,null,null,null,{"$f":"D206","v":1.83},null,"บาท/ลบ.ม."]
[null,"   - การคิดค่าขนส่งใช้ระยะทางขนส่งคูณด้วยอัตราค่าขนส่งต่อตัน หรือต่อลบ.ม."]
[null,"   - อัตราน้ำมันเชื้อเพลิงเฉลี่ย     ",null,null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!V29+0.5","v":30.5},null,"บาท/ลิตร"]

{"sheet":"สูตร10ล้อพ่วง","index":30,"n_rows":210,"n_cols":95,"rows_kept":210,"cut":false,"hidden":true,"merged":[[4,71,4,81],[49,83,49,93],[4,46,4,56],[2,26,2,34],[2,58,2,68],[3,58,3,68],[2,46,2,56],[3,46,3,56],[4,58,4,68],[50,83,50,93],[2,83,2,93],[48,83,48,93],[3,83,3,93],[4,83,4,93],[1,26,1,34],[2,71,2,81],[3,71,3,81],[0,7,0,13],[0,14,0,17],[0,19,0,22],[1,36,1,44],[2,36,2,44]]}
[null,null,null,null,null,null,null,"ข้อกำหนดและสมมติฐานในการคำนวณค่าขนส่งวัสดุก่อสร้าง รถบรรทุก 10 ล้อ + ลากพ่วง",null,null,null,null,null,null,"การคำนวณค่าขนส่งวัสดุก่อสร้าง รถบรรทุก 10 ล้อ+ลากพ่วง",null,null,null,null,"การคำนวณจำนวนเที่ยวที่วิ่งต่อวัน ของ 10 ล้อ พร้อมลากพ่วง"]
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[6,"ราคาน้ำมันเชื้อเพลิงโซล่า",{"$f":"J19","v":30.5},{"$f":"C11","v":30.5},{"$f":"C11","v":30.5},"บาท/ลิตร",null,null,"รวมค่ายางรถยนต์",{"$f":"+E7","v":103360},"บาท",null,2,"บาท",2,"ค่าใช้จ่ายการเดินรถ (Running Cost)",null,null,null,null,null,null,null,null,null,null,3,582.70000000000005,10.57,55.12,110.88316156694077,166.00316156694078,5.5334387188980259,7.7468142064572358,2.5822714021524118,null,3,582.77932999999996,10.57,55.135225165562908,110.88316156694077,166.01838673250367,5.5339462244167894,7.7475247141835046,2.5825082380611684,null,3,5.5339462244167894,7.7475247141835046,null,43,56.403608880336719,78.965052432471396,null,83,108.52536007589197,151.93550410624874,null,123,160.61788046547326,224.86503265166255,null,150,195.84275658884064,274.17985922437686,null,177,231.02086952609463,323.42921733653247,null,null,123,160.61788046547326,224.86503265166255,null,150,195.84275658884064,274.17985922437686,null,177,231.02086952609463,323.42921733653247,null,3,3.71,5.2,-32.959232895491517,43,34.702799999999996,48.592799999999997,-38.474149635311726,83,66.686799999999991,93.356800000000007,-38.551874001278783]
[7,"ราคาน้ำมันหล่อลื่น",60,60,60,"บาท/ลิตร",null,null,"ดังนั้นราคาเฉพาะตัวรถและตัวลากพ่วง",null,null,null,null,null,null,{"$f":"\"น้ำมันเชื้อเพลิง =\"&TEXT(E25,\"0.000\")&\"*\"&TEXT(J19,\"0.00\")","v":"น้ำมันเชื้อเพลิง =0.386*30.50"},{"$f":"E25*J19","v":11.75775},"บาท/ก.ม.",null,2,"รถบรรทุก  10  ล้อ  พร้อมลากพ่วง",null,null,null,null,null,4,582.70000000000005,10.78,54.05,147.84421542258769,201.89421542258771,6.7298071807529238,9.4217300530540928,2.3554325132635232,null,4,582.77932999999996,10.78,54.061162337662338,147.84421542258769,201.90537776025002,6.7301792586750002,9.4222509621450001,2.35556274053625,null,4,6.7301792586750002,9.4222509621450001,null,44,57.709721811104977,80.793610535546961,null,84,109.81863081752691,153.74608314453766,null,124,161.93555294925258,226.7097741289536,null,151,197.13786307342284,275.99300830279196,null,178,232.33982178064156,325.27575049289817,null,null,124,161.93555294925258,226.7097741289536,null,151,197.13786307342284,275.99300830279196,null,178,232.33982178064156,325.27575049289817,null,4,4.42,6.18,-34.325672019764532,44,35.502400000000002,49.702399999999997,-38.481075829465638,84,67.486399999999989,94.476399999999998,-38.547403571134993]
[8,"เงินเดือนพนักงานขับรถ",7000,7000,7000,"บาท",null,null,{"$f":"TEXT(E6,\"0.00\")&\"-\"&TEXT(E7,\"0.00\")","v":"3000000.00-103360.00"},{"$f":"+E6-E7","v":2896640},"บาท",null,null,"บาท",null,{"$f":"\"น้ำมันหล่อลื่น   =\"&TEXT(J20,\"0.00\")&\"*\"&TEXT(E26,\"0.00000\")","v":"น้ำมันหล่อลื่น   =60.00*0.00229"},{"$f":"+J20*E26","v":0.13739999999999999},"บาท/ก.ม.",null,null,{"$f":"\"รถบรรทุก  10  ล้อ พร้อมลากพ่วง   บรรทุกตามกฎหมาย  =\"&TEXT(E18,\"0.00\")&\"/\"&TEXT(J25,\"0.00\")","v":"รถบรรทุก  10  ล้อ พร้อมลากพ่วง   บรรทุกตามกฎหมาย  =30.00/1.40"},{"$f":"+E18/J25","v":21.428571428571431},"ลบ.ม.",null,{"$f":"9*0.45","v":4.05},null,5,582.70000000000005,11,52.97,184.80526927823462,237.77526927823462,7.9258423092744872,11.096179232984282,2.2192358465968565,null,5,582.77932999999996,11,52.979939090909085,184.80526927823462,237.7852083691437,7.9261736123047903,11.096643057226705,2.219328611445341,null,5,7.9261736123047903,11.096643057226705,null,45,59.012532560431168,82.617545584603633,null,85,111.13419967570809,155.58787954599131,null,125,163.25485662075107,228.55679926905148,null,152,198.43369451612065,277.80717232256887,null,179,233.5718569091631,327.00059967282834,null,null,125,163.25485662075107,228.55679926905148,null,152,198.43369451612065,277.80717232256887,null,179,233.5718569091631,327.00059967282834,null,5,5.12,7.17,-35.403887797113306,45,36.302,50.821999999999996,-38.484253386642379,85,68.285999999999987,95.596000000000004,-38.555368015192485]
[9,"เงินเดือนเด็กท้ายรถ",0,0,4500,"บาท",null,null,"เมื่อใช้งานครบอายุ 12 ปี แล้วมีซากรถตีค่า ",null,null,null,null,null,null,{"$f":"\"ยางรถยนต์สึกหรอ  =\"&TEXT(J7,\"0.00\")&\"/\"&TEXT(J40,\"0.00\")&\"+\"&TEXT(J9,\"0.00\")&\"/\"&TEXT(J41,\"0.00\")","v":"ยางรถยนต์สึกหรอ  =59840.00/50800.00+43520.00/60960.00"},{"$f":"J7/J40+J9/J41","v":1.8918635170603675},"บาท/ก.ม.",null,null,"สัมประสิทธิ์ในการตักของรถตักสำหรับวัสดุมวลหลวม",0.85,"ความจุปุ้งกี๋",null,null,null,6,582.70000000000005,11.22,51.93,221.76632313388154,273.69632313388155,9.1232107711293846,12.772495079581137,2.1287491799301894,null,6,582.77932999999996,11.22,51.941116755793217,221.76632313388154,273.70743988967479,9.1235813296558259,12.773013861518155,2.1288356435863593,null,6,9.1235813296558259,12.773013861518155,null,46,60.318264629940671,84.445570481916931,null,86,112.43034694174341,157.40248571844077,null,126,164.5311523500169,230.34361329002363,null,153,199.73026348846213,279.62236888384695,null,180,234.89198371946713,328.84877720725399,null,null,126,164.5311523500169,230.34361329002363,null,153,199.73026348846213,279.62236888384695,null,180,234.89198371946713,328.84877720725399,null,6,5.83,8.16,-36.099654408189195,46,37.101599999999998,51.941599999999994,-38.490272842525428,86,69.085599999999985,96.715599999999995,-38.552533297974087]
[10,"ค่าทะเบียนรถยนต์",3400,3600,6800,"บาท",null,null,{"$f":"\"0.1*\"&TEXT(J13,\"0.00\")","v":"0.1*2896640.00"},{"$f":"0.1*J13","v":289664},"บาท",null,null,"บาท",null,{"$f":"\"ค่าซ่อมบำรุงรักษารถบรรทุก  =\"&TEXT(J35,\"0.00\")&\"/\"&TEXT(J18,\"0.00\")","v":"ค่าซ่อมบำรุงรักษารถบรรทุก  =187350.00/120000.00"},{"$f":"+J35/J18","v":1.56125},"บาท/ก.ม.",null,null,"ตัก 1 ครั้ง ปุ้งกี๋จุ ",3,"ลบ.ม.",null,null,null,7,582.70000000000005,11.45,50.89,258.72737698952847,309.61737698952845,10.320579232984281,14.448810926177993,2.0641158465968563,null,7,582.77932999999996,11.45,50.897758078602621,258.72737698952847,309.6251350681311,10.320837835604371,14.449172969846117,2.0641675671208737,null,7,10.320837835604371,14.449172969846117,null,47,61.619987114445955,86.267981960224333,null,87,113.72778940247596,159.21890516346633,null,127,165.85299159599066,232.1941882343869,null,154,201.0275828543364,281.43861599607095,null,181,236.2133090560539,330.69863267847546,null,null,127,165.85299159599066,232.1941882343869,null,154,201.0275828543364,281.43861599607095,null,181,236.2133090560539,330.69863267847546,null,7,6.53,9.14,-36.729942820406549,47,37.901199999999996,53.061199999999992,-38.492035174225826,87,69.885199999999998,97.8352,-38.550463024757839]
[11,"ค่าประกันอุบัติเหตุปีละ",15000,23000,30000,"บาท",null,null,"ดังนั้นมูลค่าของรถที่ใช้คำนวณ",{"$f":"+J13-J15","v":2606976},"บาท",null,null,"บาท",null,"        รวมค่าใช้จ่ายเดินรถ",{"$f":"+SUM(Q12:Q15)","v":15.348263517060365},"บาท/ก.ม.",null,null,"ตักหนึ่งครั้งได้วัสดุ",{"$f":"+V15*V14","v":2.5499999999999998},"ลบ.ม.",null,null,null,8,582.70000000000005,{"$f":"ROUNDDOWN(IF(2*AA16>5*4,10*60/(AA16*2/$D$22*60+$V$23),10*60/(+$V$23*5-AA16*60/$D$22)),2)","v":11.7},49.8,295.68843084517539,345.4884308451754,11.516281028172513,16.122793439441516,2.0153491799301895,null,8,582.77932999999996,{"$f":"ROUNDDOWN(IF(2*AK16>5*4,10*60/(AK16*2/$D$22*60+$V$23),10*60/(+$V$23*5-AK16*60/$D$22)),2)","v":11.7},49.810199145299144,295.68843084517539,345.49862999047451,11.516620999682484,16.123269399555475,2.0154086749444344,null,8,11.516620999682484,16.123269399555475,null,48,62.917059255935207,88.083882958309289,null,88,115.02656670672305,161.03719338941227,null,128,167.1765831174269,234.04721636439766,null,155,202.32566577854223,283.25593208995912,null,182,237.53585754617581,332.5502005646461,null,null,128,167.1765831174269,234.04721636439766,null,155,202.32566577854223,283.25593208995912,null,182,237.53585754617581,332.5502005646461,null,8,7.23,10.130000000000001,-37.221169297840632,48,38.700800000000001,54.180799999999991,-38.489178519021131,88,70.694800000000001,98.964799999999997,-38.540458935676426]
[12,"น้ำหนักตัวรถ",6,10,17,"ตัน",null,null,{"$f":"\"อายุการใช้งานของรถ 12 ปี อัตราดอกเบี้ยคำนวณค่าเสื่อมราคา \"&TEXT(E9,\"0.00\")&\"% ต่อปี\"","v":"อายุการใช้งานของรถ 12 ปี อัตราดอกเบี้ยคำนวณค่าเสื่อมราคา 7.00% ต่อปี"},null,null,null,null,null,null,null,null,null,null,null,"ดังนั้น ตักเต็มคันรถสิบล้อ ต้องตัก   + ลากพ่วง",{"$f":"+V13/V16","v":8.4033613445378172},"ครั้ง",null,null,null,9,582.70000000000005,{"$f":"ROUNDDOWN(IF(2*AA17>5*4,10*60/(AA17*2/$D$22*60+$V$23),10*60/(+$V$23*5-AA17*60/$D$22)),2)","v":11.95},48.76,332.64948470082231,381.4094847008223,12.713649490027411,17.799109286038373,1.9776788095598192,null,9,582.77932999999996,{"$f":"ROUNDDOWN(IF(2*AK17>5*4,10*60/(AK17*2/$D$22*60+$V$23),10*60/(+$V$23*5-AK17*60/$D$22)),2)","v":11.95},48.768144769874475,332.64948470082231,381.4176294706968,12.71392098235656,17.799489375299185,1.9777210416999094,null,9,12.71392098235656,17.799489375299185,null,49,64.224081945704782,89.913714723986686,null,89,116.32672013830467,162.85740819362653,null,129,168.45506965117721,235.83709751164807,null,156,203.62452573563851,285.07433602989391,null,183,238.85965449645772,334.40351629504079,null,null,129,168.45506965117721,235.83709751164807,null,156,203.62452573563851,285.07433602989391,null,183,238.85965449645772,334.40351629504079,null,9,7.94,11.12,-37.5487702730059,49,39.500399999999999,55.300399999999996,-38.495967862345239,89,71.494399999999999,100.08439999999999,-38.540001888647808]
[13,"น้ำหนักบรรทุก",9,15,30,"ตัน",null,null,"ปีหนึ่งรถบรรทุก 10 ล้อ + ลากพ่วงจะวิ่งใช้งานเป็นระยะทาง",{"$f":"+E10","v":120000},"กม.",null,3,"กม.",3,"Terminal Cost",null,null,null,null,"คิดเป็น",{"$f":"ROUNDUP(V17,0)","v":9},"ครั้ง",null,null,null,10,582.70000000000005,{"$f":"ROUNDDOWN(IF(2*AA18>5*4,10*60/(AA18*2/$D$22*60+$V$23),10*60/(+$V$23*5-AA18*60/$D$22)),2)","v":12.22},47.68,369.61053855646924,417.29053855646924,13.909684618548974,19.473558465968562,1.9473558465968561,null,10,582.77932999999996,{"$f":"ROUNDDOWN(IF(2*AK18>5*4,10*60/(AK18*2/$D$22*60+$V$23),10*60/(+$V$23*5-AK18*60/$D$22)),2)","v":12.22},47.690616202945982,369.61053855646924,417.30115475941523,13.910038491980508,19.474053888772708,1.9474053888772709,null,10,13.910038491980508,19.474053888772708,null,50,65.526196358738133,91.736674902233375,null,90,117.6517949002741,164.71251286038373,null,130,169.78138733486605,237.69394226881246,null,157,204.92417651910847,286.89384712675184,null,184,240.0916896249793,336.12836547497102,null,null,130,169.78138733486605,237.69394226881246,null,157,204.92417651910847,286.89384712675184,null,184,240.0916896249793,336.12836547497102,null,10,8.64,12.1,-37.886584534031442,50,40.299999999999997,56.42,-38.497879871786786,90,72.293999999999997,101.20399999999999,-38.552573667678423]
[14,"วัสดุก่อสร้างมีความหนาแน่น",1.4,1.4,1.4,"ตัน/ลบ.ม.",null,2,"น้ำมันเชื้อเพลิงโซล่า เฉลี่ยระหว่าง กทม. กับจังหวัดไกลสุดของทุกภาค",{"$f":"ข้อมูลเริ่มต้น!B28+0.5","v":30.5},"บาท",null,null,"บาท",null,"ปีหนึ่งรถบรรทุกใช้งานวิ่งเป็นระยะทาง 120,000 กม. ด้วย",null,"ก.ม.",null,null,{"$f":"\"ดังนั้น ต้องใช้เวลาตักเต็มคันรถสิบล้อ  \"&TEXT(V18,\"0.00\")&\"*\"&TEXT(V10,\"0.00\")","v":"ดังนั้น ต้องใช้เวลาตักเต็มคันรถสิบล้อ  9.00*0.45"},{"$f":"+V18*V10","v":4.05},"นาที","นน.บรรทุกวัสดุเดิม",25.7,"ตัน",11,582.70000000000005,{"$f":"ROUNDDOWN(IF(2*AA19>10*4,10*60/(AA19*2/$D$22*60+$V$23),10*60/(+$V$23*5-AA19*60/$D$22)),2)","v":12.5},46.61,406.57159241211616,453.18159241211617,15.106053080403873,21.148474312565423,1.9225885738695838,null,11,582.77932999999996,{"$f":"ROUNDDOWN(IF(2*AK19>10*4,10*60/(AK19*2/$D$22*60+$V$23),10*60/(+$V$23*5-AK19*60/$D$22)),2)","v":12.5},46.622346399999998,406.57159241211616,453.19393881211613,15.106464627070538,21.149050477898754,1.9226409525362504,null,11,15.106464627070538,21.149050477898754,null,51,66.830906300827479,93.563268821158459,null,91,118.95532967668299,166.53746154735617,null,131,171.06126734212921,239.48577427898087,null,158,206.22463225085158,288.71448515119221,null,185,241.41676104500792,337.98346546301104,null,null,131,171.06126734212921,239.48577427898087,null,158,206.22463225085158,288.71448515119221,null,185,241.41676104500792,337.98346546301104,null,11,9.35,13.09,-38.105968333285922,51,41.099600000000002,57.539599999999993,-38.502105874492507,91,73.093599999999995,102.32359999999998,-38.553740972627118]
[15,"เวลาที่สามารถทำงานได้ต่อปี",300,300,300,"วัน",null,3,"น้ำมันหล่อลื่นเฉลี่ยลิตรละ",{"$f":"+E12","v":60},"บาท",null,null,"บาท",null,{"$f":"+\"ความเร็วเฉลี่ย 55 กม./ชม.     =\"&TEXT(J18,\"0.00\")&\"/\"&TEXT(E22,\"0.00\")","v":"ความเร็วเฉลี่ย 55 กม./ชม.     =120000.00/55.00"},{"$f":"+J18/E22","v":2181.818181818182},"ก.ม./ช.ม.",null,null,"เวลารถ 10 ล้อ พร้อมลากพ่วง เข้าจอดในที่รอตักวัสดุใส่รถ",2,"นาที","นน.บรรทุกวัสดุใหม่",30,"ตัน",12,582.70000000000005,{"$f":"ROUNDDOWN(IF(2*AA20>10*4,10*60/(AA20*2/$D$22*60+$V$23),10*60/(+$V$23*5-AA20*60/$D$22)),2)","v":12.79},45.55,443.53264626776308,489.0826462677631,16.302754875592104,22.823856825828944,1.9019880688190787,null,12,582.77932999999996,{"$f":"ROUNDDOWN(IF(2*AK20>10*4,10*60/(AK20*2/$D$22*60+$V$23),10*60/(+$V$23*5-AK20*60/$D$22)),2)","v":12.79},45.565232994526973,443.53264626776308,489.09787926229006,16.303262642076337,22.824567698906872,1.9020473082422393,null,12,16.303262642076337,22.824567698906872,null,52,68.129838747277546,95.381774246188556,null,92,120.23587638663165,168.33022694128428,null,132,172.34162579817979,241.2782761174517,null,159,207.52590739101652,290.53627034742311,null,186,242.7431336719107,339.84038714067498,null,null,132,172.34162579817979,241.2782761174517,null,159,207.52590739101652,290.53627034742311,null,186,242.7431336719107,339.84038714067498,null,12,10.050000000000001,14.07,-38.355897094717598,52,41.8992,58.659199999999991,-38.500955278315132,92,73.893199999999993,103.44319999999999,-38.543135193369153]
[16,"เวลาที่สามารถทำงานได้ต่อวัน",10,10,10,"ชม.",null,4,"เงินเดือนพนักงานขับรถและเบี้ยเลี้ยงเดือนละ",{"$f":"+E13","v":7000},"บาท",null,null,"บาท",null,{"$f":"\"ในหนึ่งวันทำงาน 10 ชั่วโมง ดังนั้นปีหนึ่งมีวันวิ่งรถ   =\"&TEXT(Q20,\"0.00\")&\"/\"&TEXT(E21,\"0.00\")","v":"ในหนึ่งวันทำงาน 10 ชั่วโมง ดังนั้นปีหนึ่งมีวันวิ่งรถ   =2181.82/10.00"},{"$f":"+Q20/E21","v":218.18181818181819},"วัน",null,null,"เวลาถึงหน้างานเทลงกองและออกรถใช้เวลา",5,"นาที","นน.บรรทุกที่เพีม",{"$f":"+Y20-Y19","v":4.3000000000000007},"ตัน",13,582.70000000000005,{"$f":"ROUNDDOWN(IF(2*AA21>10*4,10*60/(AA21*2/$D$22*60+$V$23),10*60/(+$V$23*5-AA21*60/$D$22)),2)","v":13.09},44.51,480.49370012341001,525.00370012341,17.500123337447,24.500172672425798,1.8846286671096768,null,13,582.77932999999996,{"$f":"ROUNDDOWN(IF(2*AK21>10*4,10*60/(AK21*2/$D$22*60+$V$23),10*60/(+$V$23*5-AK21*60/$D$22)),2)","v":13.09},44.520957219251336,480.49370012341001,525.01465734266139,17.500488578088714,24.500684009324196,1.8846680007172458,null,13,17.500488578088714,24.500684009324196,null,53,69.431048549231548,97.203467968924159,null,93,121.54198296206341,170.15877614688878,null,133,173.67177192501785,243.14048069502496,null,160,208.82801674818921,292.3592234474649,null,187,244.0708349959738,341.69916899436328,null,null,133,173.67177192501785,243.14048069502496,null,160,208.82801674818921,292.3592234474649,null,187,244.0708349959738,341.69916899436328,null,13,10.76,15.06,-38.516002270519841,53,42.698799999999999,59.778799999999997,-38.501864954950932,93,74.682799999999986,104.5628,-38.55390690531145]
[17,"ความเร็วเฉลี่ยของรถ",55,55,55,"ก.ม./ชม.",null,5,"เงินเดือนเด็กท้ายรถ และเบี้ยเลี้ยงเดือนละ",{"$f":"+E14","v":4500},"บาท",null,null,"บาท",null,{"$f":"\"และวันที่ไม่วิ่งรถมี =\"&TEXT(J29,\"0.00\")&\"-\"&TEXT(Q21,\"0.00\")","v":"และวันที่ไม่วิ่งรถมี =300.00-218.18"},{"$f":"J29-Q21","v":81.818181818181813},"วัน",null,null,"รวมเวลาที่ใช้ในงาน ตักใส่ - เทกอง",{"$f":"SUM(V19:V21)","v":11.05},"นาที","คิดเป็นปริมาตร",{"$f":"+Y21/1.4","v":3.0714285714285721},"ลบ.ม.",14,582.70000000000005,{"$f":"ROUNDDOWN(IF(2*AA22>10*4,10*60/(AA22*2/$D$22*60+$V$23),10*60/(+$V$23*5-AA22*60/$D$22)),2)","v":13.41},43.45,517.45475397905693,560.90475397905698,18.696825132635233,26.175555185689326,1.8696825132635233,null,14,582.77932999999996,{"$f":"ROUNDDOWN(IF(2*AK22>10*4,10*60/(AK22*2/$D$22*60+$V$23),10*60/(+$V$23*5-AK22*60/$D$22)),2)","v":13.41},43.458563012677104,517.45475397905693,560.91331699173406,18.697110566391135,26.175954792947589,1.8697110566391135,null,14,18.697110566391135,26.175954792947589,null,54,70.734654010871537,99.028515615220144,null,94,122.84969978634103,171.98957970087744,null,134,174.95360959075592,244.93505342705828,null,161,210.13097548995162,294.18336568593224,null,188,245.30287012449537,343.42401817429351,null,null,134,174.95360959075592,244.93505342705828,null,161,210.13097548995162,294.18336568593224,null,188,245.30287012449537,343.42401817429351,null,14,11.46,16.05,-38.707106858533287,54,43.498399999999997,60.898399999999995,-38.504823967450911,94,75.482399999999984,105.68239999999999,-38.557114806728698]
[18,"เวลาใช้ตักวัสดุใส่รถ เทกอง",5.35,6.25,{"$f":"+V23","v":12},"นาที/เที่ยว",null,6,"ค่าทะเบียนรถยนต์ 10 ล้อ + ลากพ่วง ",{"$f":"+E15","v":6800},"บาท",null,null,"บาท",null,{"$f":"\"สัดส่วนของวันที่ไม่วิ่งรถ  =\"&TEXT(Q22,\"0.00\")&\"/\"&TEXT(J29,\"0.00\")","v":"สัดส่วนของวันที่ไม่วิ่งรถ  =81.82/300.00"},{"$f":"+Q22/J29","v":0.27272727272727271},null,null,null,"คิดเป็น",12,"นาที","ตักครั้งละ",{"$f":"+V16","v":2.5499999999999998},"ลบ.ม.",15,582.70000000000005,{"$f":"ROUNDDOWN(IF(2*AA23>4*4,10*60/(AA23*2/$D$22*60+$V$23),10*60/(+$V$23*5-AA23*60/$D$22)),2)","v":13.41},43.45,554.41580783470386,597.8658078347039,19.928860261156796,27.900404365619512,1.8600269577079673,null,15,582.77932999999996,{"$f":"ROUNDDOWN(IF(2*AK23>4*4,10*60/(AK23*2/$D$22*60+$V$23),10*60/(+$V$23*5-AK23*60/$D$22)),2)","v":13.41},43.458563012677104,554.41580783470386,597.87437084738099,19.929145694912698,27.900803972877775,1.8600535981918516,null,15,19.929145694912698,27.900803972877775,null,55,72.040781775000269,100.85709448500037,null,95,124.15907994459131,173.82271192242783,null,135,176.28678217947098,246.80149505125934,null,162,211.43479915382673,296.00871881535738,null,189,246.63192841587113,345.28469978221955,null,null,135,176.28678217947098,246.80149505125934,null,162,211.43479915382673,296.00871881535738,null,189,246.63192841587113,345.28469978221955,null,15,12.314,17.239999999999998,-38.211099519718054,55,44.298000000000002,62.017999999999994,-38.509828865610146,95,76.281999999999996,106.80199999999999,-38.561078227993875]
[19,"ค่าว่อมบำรุงรักษารถต่อปี",48075,92325,187350,"บาท",null,7,"ค่าประกันอุบัติเหตุประเภท 1 คิด 1% ต่อปี                                  ",{"$f":"+E16","v":30000},"บาท",null,null,"บาท",null,{"$f":"\"สัดส่วนของวันที่วิ่งรถ   =\"&TEXT(Q21,\"0.00\")&\"/\"&TEXT(J29,\"0.00\")","v":"สัดส่วนของวันที่วิ่งรถ   =218.18/300.00"},{"$f":"+Q21/J29","v":0.72727272727272729},null,null,null,null,null,null,"จำครั้งที่ตักเพิ่ม",{"$f":"+Y22/Y23","v":1.2044817927170872},"ครั้ง",16,582.70000000000005,12.79,45.55,591.37686169035078,636.92686169035073,21.230895389678359,29.723253545549699,1.8577033465968562,null,16,582.77932999999996,12.79,45.565232994526973,591.37686169035078,636.9420946848777,21.231403156162589,29.723964418627624,1.8577477761642265,null,16,21.231403156162589,29.723964418627624,null,56,73.339823498475297,102.67575289786541,null,96,125.47017888128002,175.65825043379201,null,136,177.57016802876089,248.59823524026524,null,163,212.73950365862638,297.83530512207693,null,190,247.9623727524305,347.14732185340267,null,null,136,177.57016802876089,248.59823524026524,null,163,212.73950365862638,297.83530512207693,null,190,247.9623727524305,347.14732185340267,null,16,13.1136,18.363599999999998,-38.234887710689677,56,45.0976,63.137599999999992,-38.508714844483421,96,77.081599999999995,107.92159999999998,-38.565800505525175]
[20,"การสิ้นเปลืองเชื้อเพลิง",0.17,0.27300000000000002,0.38550000000000001,"ลิตร/ก.ม.",null,8,"วัสดุก่อสร้างมีความหนาแน่นของมวลหลวมเฉลี่ยจาก ดิน ทราย ลูกรัง หิน",{"$f":"+E19","v":1.4},"ตัน/ลบ.ม.",null,null,"ตัน/ลบ.ม.",null,{"$f":"\"มูลค่ารถ + เงินเดือนเบี้ยเลี้ยงพนักงาน  =\"&TEXT(Q5,\"0.00\")&\"+\"&TEXT(Q6,\"0.00\")","v":"มูลค่ารถ + เงินเดือนเบี้ยเลี้ยงพนักงาน  =328223.46+138000.00"},{"$f":"+Q5+Q6","v":466223.46277591068},"บาท/ปี",null,3,"กรณีต้องรอคิวตัก - เท",null,null,"คิดเป็น",2,"ครั้ง",17,582.70000000000005,12.22,47.68,628.3379155459977,676.01791554599765,22.53393051819992,31.547502725479887,1.8557354544399933,null,17,582.77932999999996,12.22,47.690616202945982,628.3379155459977,676.02853174894369,22.534284391631456,31.547998148284037,1.8557645969578846,null,17,22.534284391631456,31.547998148284037,null,57,74.640997249971591,104.49739614996022,null,97,126.75590659594496,177.45826923432293,null,137,178.9065093088432,250.46911303238045,null,164,214.04510531621963,299.66314744270744,null,191,249.29423304881777,349.01192626834484,null,null,137,178.9065093088432,250.46911303238045,null,164,214.04510531621963,299.66314744270744,null,191,249.29423304881777,349.01192626834484,null,17,13.9132,19.483199999999997,-38.257635529056614,57,45.897199999999998,64.257199999999997,-38.509396054435129,97,77.881199999999993,109.04119999999999,-38.558129485627077]
[21,"การสิ้นเปลืองน้ำมันหล่อลื่น",1.4E-3,2.2899999999999999E-3,2.2899999999999999E-3,"ลิตร/ก.ม.",null,9,"ตามพิกัดกฎหมายบรรทุกได้รวมตัวรถ",{"$f":"+E17+E18","v":47},"ตัน",null,null,"ตัน",null,{"$f":"\"ดังนั้น ค่า Terminal Cost เฉลี่ยต่อวัน  =\"&TEXT(Q25,\"0.00\")&\"/\"&TEXT(J29,\"0.00\")","v":"ดังนั้น ค่า Terminal Cost เฉลี่ยต่อวัน  =466223.46/300.00"},{"$f":"+Q25/J29","v":1554.0782092530355},"บาท/ปี",null,null,"จำนวนรถบรรทุกกำหนดให้มี 9 คัน  รถที่เฉลี่ยคือคันที่ 5",null,null,"ใช้เวลาตักครั้งละ",{"$f":"+V10","v":0.45},"นาที",18,582.70000000000005,11.7,49.8,665.29896940164463,715.09896940164458,23.836632313388154,33.371285238743411,1.8539602910413007,null,18,582.77932999999996,11.7,49.810199145299144,665.29896940164463,715.10916854694381,23.836972284898128,33.371761198857378,1.8539867332698543,null,18,23.836972284898128,33.371761198857378,null,58,75.944406430386209,106.32216900254069,null,98,128.07000020517617,179.29800028724662,null,138,180.19151667140343,252.2681233399648,null,165,215.35162084373923,301.49226918123492,null,192,250.52626817733935,350.73677544827507,null,null,138,180.19151667140343,252.2681233399648,null,165,215.35162084373923,301.49226918123492,null,192,250.52626817733935,350.73677544827507,null,18,14.7128,20.602799999999998,-38.277396037745667,58,46.696799999999996,65.376799999999989,-38.511863881898641,98,78.680799999999991,110.16079999999999,-38.56422278913999]
[22,"ยาง 1 ชุดใช้วิ่งได้ระยะทาง",45000,50800,50800,"ก.ม.",null,null,"น้ำหนักบรรทุก                                                                         ",{"$f":"+E18","v":30},"ตัน",null,null,"ตัน",null,{"$f":"\"ค่าใช้จ่ายในการวิ่งรถส่วนหนึ่งจะมีค่า Terminal Cost   =\"&TEXT(Q26,\"0.00\")&\"*\"&TEXT(Q22,\"0.00\")&\"/\"&TEXT(Q21,\"0.00\")","v":"ค่าใช้จ่ายในการวิ่งรถส่วนหนึ่งจะมีค่า Terminal Cost   =1554.08*81.82/218.18"},{"$f":"+Q26*Q22/Q21","v":582.77932846988836},"บาท/วัน",null,null,"วิ่งขนส่งวัสดุระยะทาง 1 ก.ม.( ขาเดียว)",null,null,"ดังนั้นเวลาเพิ่มขึ้น",{"$f":"+Y26*Y25","v":0.9},"นาที",19,582.70000000000005,11.22,51.93,702.26002325729155,754.1900232572915,25.139667441909715,35.195534418673596,1.8523965483512419,null,19,582.77932999999996,11.22,51.941116755793217,702.26002325729155,754.2011400130848,25.14003800043616,35.196053200610621,1.8524238526637169,null,19,25.14003800043616,35.196053200610621,null,59,77.250161236919382,108.15022573168713,null,99,129.35778101894536,181.1008934265235,null,139,181.47708163642722,254.06791429099809,null,166,216.6590673762463,303.3226943267448,null,193,251.85957521528991,352.60340530140587,null,null,139,181.47708163642722,254.06791429099809,null,166,216.6590673762463,303.3226943267448,null,193,251.85957521528991,352.60340530140587,null,19,15.5124,21.722399999999997,-38.296035989560274,59,47.496400000000001,66.496399999999994,-38.516115384752709,99,79.480399999999989,111.28039999999999,-38.557696820449074]
[23,"ตัวรถพ่วง",0,0,60960,"ก.ม.",null,null,{"$f":"\"(สิบล้อ ตัวรถ \"&TEXT(D17,\"0.00\")&\" ตัน บรรทุก \"&TEXT(D18,\"0.00\")&\" ตัน ลากพ่วง ตัวรถ \"&TEXT(E17-D17,\"0.00\")&\" ตัน บรรทุก \"&TEXT(E18-D18,\"0.00\")&\"ตัน)\"","v":"(สิบล้อ ตัวรถ 10.00 ตัน บรรทุก 15.00 ตัน ลากพ่วง ตัวรถ 7.00 ตัน บรรทุก 15.00ตัน)"},null,null,null,null,null,null,null,null,null,null,null,"ความเร็วเฉลี่ย 55 กม. / ชม.",{"$f":"+E22","v":55},"กม/ชม",null,null,null,20,582.70000000000005,10.78,54.05,739.22107711293847,793.27107711293843,26.442369237097946,37.019316931937119,1.8509658465968559,null,20,582.77932999999996,10.78,54.061162337662338,739.22107711293847,793.28223945060085,26.442741315020029,37.019837841028036,1.8509918920514017,null,20,26.442741315020029,37.019837841028036,null,60,78.558379230784709,109.98173092309858,null,100,130.67504272395129,182.9450598135318,null,140,182.76321305474735,255.86849827664628,null,167,217.96746247987269,305.15444747182175,null,194,253.19436067527593,354.47210494538626,null,null,140,182.76321305474735,255.86849827664628,null,167,217.96746247987269,305.15444747182175,null,194,253.19436067527593,354.47210494538626,null,20,16.311999999999998,22.841999999999999,-38.311993428856631,60,48.295999999999999,67.616,-38.522153240816579,100,80.28,112.4,-38.565162615182707]
[null,null,null,null,null,null,null,10,"เวลาที่สามารถทำการได้ตลอดปี                                                  ",{"$f":"+E20","v":300},"วัน",null,null,"วัน",4,"Time related cost",null,null,null,null,"1 กม. ใช้เวลาเดินทาง",{"$f":"60/V28","v":1.0909090909090908},"นาที",null,null,null,25,582.70000000000005,9.01,64.67,924.02634639117309,988.69634639117305,32.956544879705767,46.139162831588074,1.8455665132635231,null,21,582.77932999999996,10.37,56.198585342333658,776.1821309685854,832.38071631091907,27.746023877030634,38.844433427842887,1.8497349251353756,null,21,27.746023877030634,38.844433427842887,null,61,79.857769393487743,111.80087715088284,null,101,131.96499668868833,184.75099536416366,null,141,184.10517647269918,257.74724706177886,null,168,219.27682416546244,306.9875538316474,null,195,254.42639580379745,356.19695412531638,null,null,141,184.10517647269918,257.74724706177886,null,168,219.27682416546244,306.9875538316474,null,195,254.42639580379745,356.19695412531638,null,21,17.111599999999999,23.961599999999997,-38.327739946314523,61,49.095599999999997,68.735599999999991,-38.521197908636232,101,81.079599999999985,113.50960000000001,-38.55976809420865]
[null,null,null,null,null,null,null,null,"เวลาที่สามารถทำการได้ต่อวัน                                                    ",{"$f":"+E21","v":10},"ชม.",null,4,"ชม.",null,"มูลค่ารถ + เงินเดือนเบี้ยเลี้ยงพนักงาน",{"$f":"+Q25","v":466223.46277591068},"บาท/ปี",null,null,"วิ่งไปกลับใช้เวลาเดินทาง",{"$f":"2*V29","v":2.1818181818181817},"นาที",null,null,null,30,582.70000000000005,7.74,75.28,1108.8316156694077,1184.1116156694077,39.470387188980254,55.258542064572353,1.8419514021524117,null,22,582.77932999999996,10,58.277932999999997,813.14318482423232,871.42111782423228,29.047370594141075,40.666318831797504,1.8484690378089774,null,22,29.047370594141075,40.666318831797504,null,62,81.159145454004459,113.62280363560623,null,102,133.28561356671588,186.59985899340222,null,142,185.39306226439899,259.55028717015858,null,169,220.58717090273458,308.8220392638284,null,196,255.76269229806971,358.06776921729755,null,null,142,185.39306226439899,259.55028717015858,null,169,220.58717090273458,308.8220392638284,null,196,255.76269229806971,358.06776921729755,null,22,17.911200000000001,25.081199999999999,-38.33796438837485,62,49.895199999999996,69.855199999999996,-38.521777526258902,102,81.879199999999997,114.6292,-38.568613814411776]
[null,null,null,null,null,null,null,11,"ความเร็วของรถเวลาวิ่งรถเปล่า                                                    ",60,"กม./ชม.",null,null,"กม./ชม.",null,"ดังนั้น ค่า Time related cost ของค่ารถ + เงินเดือน",null,null,null,null,"ดังนั้น รถคันที่ 5( คันเฉลี่ย) วิ่งครบ 1 เที่ยว",null,null,null,null,null,35,582.70000000000005,6.79,85.81,1293.6368849476423,1379.4468849476423,45.981562831588079,64.37418796422331,1.8392625132635232,null,23,582.77932999999996,9.64,60.454287344398331,850.10423867987924,910.55852602427763,30.351950867475921,42.492731214466289,1.8475100528028821,null,23,30.351950867475921,42.492731214466289,null,63,82.462596554880136,115.44763517683218,null,103,134.57787027988184,188.40901839183456,null,143,186.68155184705213,261.35417258587296,null,170,221.89852163499069,310.65793028898696,null,197,257.10053340516788,359.940746767235,null,null,143,186.68155184705213,261.35417258587296,null,170,221.89852163499069,310.65793028898696,null,197,257.10053340516788,359.940746767235,null,23,18.710799999999999,26.200799999999997,-38.353880178259544,63,50.704799999999999,70.974799999999988,-38.511759126751279,103,82.678799999999995,115.7488,-38.564342095730339]
[null,null,null,null,null,null,null,null,"ความเร็วของรถเวลาบรรทุกเต็ม                                                    ",50,"กม./ชม.",null,null,"กม./ชม.",null,{"$f":"TEXT(Q24,\"0.00\")&\"*\"&TEXT(Q25,\"0.00\")&\"/\"&TEXT(J18,\"0.00\")","v":"0.73*466223.46/120000.00"},{"$f":"+Q24*Q25/J18","v":2.8255967440964285},"บาท/ก.ม.",null,null,"                                                                ใช้เวลารวม ( 7 * 5 +  5 * 5 ) - 1.091",{"$f":"+V23*5-V29","v":58.909090909090907},"นาที",{"$f":"35+25-1.091","v":58.908999999999999},null,null,40,582.70000000000005,6.04,96.47,1478.4421542258769,1574.912154225877,52.497071807529231,73.495900530540922,1.837397513263523,null,24,582.77932999999996,9.32,62.529971030042915,887.06529253552617,949.5952635655691,31.653175452185636,44.31444563305989,1.8464352347108288,null,24,31.653175452185636,44.31444563305989,null,64,83.768217254915967,117.27550415688235,null,104,135.87108669957601,190.21952137940642,null,144,188.02834684954601,263.2396855893644,null,171,223.21089579439177,312.49525411214847,null,198,258.33256853368943,361.66559594716517,null,null,144,188.02834684954601,263.2396855893644,null,171,223.21089579439177,312.49525411214847,null,198,258.33256853368943,361.66559594716517,null,24,19.510400000000001,27.320399999999996,-38.361950353221772,64,51.504399999999997,72.094399999999993,-38.515583012508905,104,83.478399999999993,116.86839999999999,-38.560585605251887]
[null,null,null,null,null,null,null,null,"ความเร็วเฉลี่ย ไป-กลับ                                                             ",{"$f":"+E22","v":55},"กม./ชม.",null,null,"กม./ชม.",null," ",null,null,null,null,{"$f":"\"1  วันทำงาน 10  ชม.  ดังนั้นวิ่งได้  =10*60/+\"&TEXT(V32,\"0.000\")","v":"1  วันทำงาน 10  ชม.  ดังนั้นวิ่งได้  =10*60/+58.909"},{"$f":"10*60/+V32","v":10.185185185185185},"เที่ยว",null,null,null,45,582.70000000000005,5.44,107.11,1663.2474235041116,1770.3574235041115,59.011914116803716,82.616679763525198,1.8359262169672266,null,25,582.77932999999996,9.01,64.681390677025519,924.02634639117309,988.70773706819864,32.956924568939954,46.139694396515935,1.8455877758606374,null,25,32.956924568939954,46.139694396515935,null,65,85.063303268431596,119.08862457580423,null,105,137.19674400551693,192.07544160772369,null,145,189.31870773819091,265.04619083346728,null,172,224.52431331783023,314.33403864496233,null,199,259.67198883449771,363.54078436829678,null,null,145,189.31870773819091,265.04619083346728,null,172,224.52431331783023,314.33403864496233,null,199,259.67198883449771,363.54078436829678,null,25,20.309999999999999,28.43,-38.374104181004107,65,52.303999999999995,73.213999999999999,-38.511675434298731,105,84.277999999999992,117.988,-38.57142849059813]
[null,null,null,null,null,null,null,12,"เวลาในการตักวัสดุใส่รถ - เทลงกอง                                              ",{"$f":"+V23","v":12},"นาที/เทียว",null,null,"นาที/เที่ยว",5,"Trip related cost",null,null,null,null,null,null,null,null,null,null,50,582.70000000000005,4.95,117.71,1848.0526927823462,1965.7626927823462,65.525423092744873,91.735592329842817,1.8347118465968564,null,26,582.77932999999996,8.73,66.755936998854523,960.98740024682002,1027.7433372456746,34.258111241522485,47.961355738131473,1.8446675283896721,null,26,34.258111241522485,47.961355738131473,null,66,86.373166833117679,120.92243356636475,null,106,138.49246251217468,193.88944751704454,null,146,190.60971311037304,266.85359835452226,null,173,225.75634844635181,316.05888782489251,null,200,261.01302394992689,365.41823352989763,null,null,146,190.60971311037304,266.85359835452226,null,173,225.75634844635181,316.05888782489251,null,200,261.01302394992689,365.41823352989763,null,26,21.1096,29.549599999999998,-38.380724345321916,66,53.1036,74.33359999999999,-38.518405718986884,106,85.07759999999999,119.10760000000001,-38.568786736302755]
[null,null,null,null,null,null,null,13,"ค่าซ่อมบำรุงรักษารถบรรทุก 10 ล้อ + ลากพ่วง เฉลี่ยปีละ                                 ",{"$f":"+E24","v":187350},"บาท",null,5,"บาท",null,{"$f":"\"ค่าทะเบียนและเบี้ยประกันขึ้นกับระยะวิ่ง (\"&TEXT(E16,\"0.00\")&\"+\"&TEXT(E15,\"0.00\")&\")/\"&TEXT(J18,\"0.00\")","v":"ค่าทะเบียนและเบี้ยประกันขึ้นกับระยะวิ่ง (30000.00+6800.00)/120000.00"},{"$f":"+(E16+E15)/J18","v":0.30666666666666664},"บาท/ก.ม.",null,null,"เขียนเป็นสูตรๆสำเร็จรูปดังนี้",null,null,null,null,null,60,582.70000000000005,4.1900000000000004,139.06,2217.6632313388154,2356.7232313388154,78.557441044627183,109.98041746247804,1.8330069577079675,null,27,582.77932999999996,8.4600000000000009,68.886445626477524,997.94845410246694,1066.8348997289445,35.56116332429815,49.785628654017408,1.843912172371015,null,27,35.56116332429815,49.785628654017408,null,67,87.671941385790873,122.74071794010722,null,107,139.78922500863794,195.7049150120931,null,147,191.90137370748474,268.6619231904786,null,174,227.07082979194604,317.89916170872442,null,"201-",{"$f":"BQ35/1.4","v":1.3047017864599426},{"$f":"+AS209","v":1.8265825010439194},null,null,147,191.90137370748474,268.6619231904786,null,174,227.07082979194604,317.89916170872442,null,"201-",{"$f":"+CD35/1.4","v":1.3047017864599426},{"$f":"+AS209","v":1.8265825010439194},null,27,21.909199999999998,30.6692,-38.390092022017939,67,53.8932,75.453199999999995,-38.528565527197792,107,85.877199999999988,120.2272,-38.566652762619285]
[null,null,null,null,null,null,null,14,"อัตราการสิ้นเปลืองเชื้อเพลิงสำหรับรถลากพ่วงจะสิ้นเปลืองเพิ่มขึ้น",7.4999999999999997E-3,"ลิตร/กม.",null,null,"ลิตร/กม.",null,null,null,null,null,null,"จำนวนเที่ยวต่อวัน =    ชั่วโมงทำงานต่อวัน * 60 นาที",null,null,null,null,null,70,582.70000000000005,3.64,160.08000000000001,2587.2737698952847,2747.3537698952846,91.578458996509482,128.20984259511326,1.8315691799301894,null,28,582.77932999999996,8.1999999999999993,71.070650000000001,1034.9095079581139,1105.980157958114,36.866005265270466,51.612407371378652,1.8433002632635234,null,28,36.866005265270466,51.612407371378652,null,68,88.972500415045687,124.56150058106395,null,108,141.08705737895153,197.52188033053213,null,null,null,null,null,null,null,null,null,1000,"ต่อ กม.","ต่อ กม.",null,null,null,null,null,null,null,null,null,null,1000,"ต่อ กม.","ต่อ กม.",null,28,22.7088,31.788799999999998,-38.401788214920124,68,54.692799999999998,76.572799999999987,-38.528421990092596,108,86.676799999999986,121.3468,-38.56502388649924]
[null,null,null,null,null,null,null,null,{"$f":"\"และต่อน้ำหนักบรรทุกที่เพิ่มขึ้น ดังนั้นจะเพิ่ม      =0.0075*(\"&TEXT(E18,\"0.00\")&\"-\"&TEXT(D18,\"0.00\")&\")  \"","v":"และต่อน้ำหนักบรรทุกที่เพิ่มขึ้น ดังนั้นจะเพิ่ม      =0.0075*(30.00-15.00)  "},{"$f":"0.0075*(E18-D18)","v":0.11249999999999999},"ลิตร/กม.",null,null,"ลิตร/กม.",6,"ดังนั้น ค่าใช้จ่ายในการเดินรถทั้งหมด ต่อ 1 กิโลเมตร ขาเดียว",null,null,null,null,"(เวลารอตักและเท) * 5 - (60นาที/ความเร็วเฉลี่ย) * ระยะทางขาเดียว",null,null,null,null,null,80,582.70000000000005,3.21,181.52,2956.8843084517539,3138.4043084517539,104.61347694839179,146.4588677277485,1.8307358465968562,null,29,582.77932999999996,7.97,73.12162233375156,1071.8705618137608,1144.9921841475123,38.166406138250409,53.432968593550569,1.8425161583982954,null,29,38.166406138250409,53.432968593550569,null,69,90.274916460580528,126.38488304481272,null,109,142.38598636996161,199.34038091794625,null,null,null,null,null,null,null,null,null,"@",null,null,null,null,null,null,null,null,null,null,null,null,"@",null,null,null,29,23.508399999999998,32.908399999999993,-38.405518416260165,69,55.492399999999996,77.692399999999992,-38.529547103783443,109,87.476399999999984,122.46639999999999,-38.563897873551973]
[null,null,null,null,null,null,null,15,"น้ำมันหล่อลื่น  อัตราสิ้นเปลืองคงที่เท่ากับรถสิบล้อธรรมดา",null,null,null,6,null,null,{"$f":"TEXT(Q16,\"0.00\")&\"+\"&TEXT(Q32,\"0.00\")&\"+\"&TEXT(Q35,\"0.00\")","v":"15.35+2.83+0.31"},{"$f":"+Q16+Q32+Q35","v":18.480526927823462},"บาท/ก.ม.",null,null,null,null,null,null,null,null,90,582.70000000000005,2.87,203.03,3326.4948470082231,3529.5248470082233,117.65082823360744,164.7111595270504,1.8301239947450045,null,30,582.77932999999996,7.74,75.294487080103352,1108.8316156694077,1184.1261027495111,39.470870091650369,55.259218128310515,1.8419739376103506,null,30,39.470870091650369,55.259218128310515,null,70,91.579266047791549,128.21097246690817,null,110,143.68603962756814,201.16045547859537,null,null,null,null,null,null,null,null,null,null,null,"1 ต.ค. 2543",null,null,null,null,null,null,null,null,null,null,null,null,null,null,30,24.308,34.027999999999999,-38.415342900834375,70,56.292000000000002,78.811999999999998,-38.531938036472731,110,88.275999999999996,123.586,-38.563272932561894]
[null,null,null,null,null,null,null,16,"การสึกหรอยางรถยนต์  ที่ความเร็วเฉลี่ย 55  กม./ ชม.",null,null,null,null,null,7,"ดังนั้น ค่าใช้จ่ายในการเดินรถทั้งหมด 1 เที่ยว /  1 กม.",null,null,null,4,"กรณีไม่ต้องรอคิวตักและเท",null,null,null,null,null,100,582.70000000000005,2.6,224.11,3696.1053855646924,3920.2153855646925,130.67384618548974,182.94338465968562,1.8294338465968563,null,31,582.77932999999996,7.53,77.394333333333321,1145.7926695250546,1223.187002858388,40.772900095279603,57.082060133391437,1.8413567784964979,null,31,40.772900095279603,57.082060133391437,null,71,92.885629965328164,130.03988195145942,null,111,144.98724573482016,202.98214402874822,null,"   - ระยะขนส่งตั้งแต่ 201 กม.ถึง 1000 กม. ค่าขนส่งคิดเป็นกม.ละ ",null,null,null,null,null,{"$f":"BP35","v":1.3047017864599426},"บาท/ตัน",null,null,null,null,null,"   - ระยะขนส่งตั้งแต่ 201 กม.ถึง 1000 กม. ค่าขนส่งคิดเป็นกม.ละ ",null,null,null,null,null,{"$f":"+CC35","v":1.3047017864599426},"บาท/ตัน",null,null,null,null,31,25.107599999999998,35.147599999999997,-38.420863020958429,71,57.0916,79.931599999999989,-38.535594772505888,111,89.075599999999994,124.7056,-38.563147710993739]
[null,null,null,null,null,null,null,null,"ยางรถ  10  ล้อ ใช้ได้ระยะทาง",{"$f":"+E27","v":50800},"กม.",null,7,"กม.",null,{"$f":"\"2*\"&TEXT(Q38,\"0.00\")","v":"2*18.48"},{"$f":"2*Q38","v":36.961053855646924},"บาท/ก.ม.",null,null,"วิ่งขนส่งวัสดุระยะทาง 20 ก.ม.( ขาเดียว)",null,null,null,null,null,150,582.70000000000005,1.76,331.07,5544.1580783470381,5875.2280783470378,195.84093594490125,274.17731032286173,1.8278487354857449,null,32,582.77932999999996,7.33,79.506047748976798,1182.7537233807016,1262.2597711296783,42.075325704322609,58.905455986051649,1.840795499564114,null,32,42.075325704322609,58.905455986051649,null,72,94.194093566170324,131.87173099263845,null,112,146.28963425196505,204.80548795275106,null,null,null,null,null,null,null,{"$f":"BQ35","v":1.8265825010439194},"บาท/ลบ.ม.",null,null,null,null,null,null,null,null,null,null,null,{"$f":"+CD35","v":1.8265825010439194},"บาท/ลบ.ม.",null,null,null,null,32,25.9072,36.267199999999995,-38.426620432938385,72,57.891199999999998,81.051199999999994,-38.540520102428651,112,89.875199999999992,125.8252,-38.563521291466536]
[null,null,null,null,null,null,null,null,"ยางรถลากพ่วง ใช้ได้ระยะทาง",{"$f":"+E28","v":60960},"กม.",null,null,"กม.",null,null,null,null,null,null,"ความเร็วเฉลี่ย ",{"$f":"+E22","v":55},"ก.ม./ ช.ม.",null,null,null,200,582.70000000000005,1.33,438.12,7392.2107711293847,7830.3307711293846,261.01102570431283,365.41543598603795,1.8270771799301897,null,33,582.77932999999996,7.14,81.621754901960784,1219.7147772363485,1301.3365321383092,43.377884404610306,60.729038166454423,1.8402738838319521,null,33,43.377884404610306,60.729038166454423,null,73,95.488843715407526,133.68438120157052,null,113,147.59323575856894,206.6305300619965,null,"   - การคิดค่าขนส่งใช้ระยะทางขนส่งคูณด้วยอัตราค่าขนส่งต่อตัน หรือต่อลบ.ม.",null,null,null,null,null,null,null,null,null,null,null,null,"   - การคิดค่าขนส่งใช้ระยะทางขนส่งคูณด้วยอัตราค่าขนส่งต่อตัน หรือต่อลบ.ม.",null,null,null,null,null,null,null,null,null,null,null,33,26.706800000000001,37.386799999999994,-38.432221011770835,73,58.690799999999996,82.170799999999986,-38.536484769969007,113,90.684799999999996,126.95479999999999,-38.557617810926651]
[null,null,null,null,null,null,null,17,"CRF",{"$f":"+J44","v":0.12590198865502047},null,null,null,null,null,null,null,null,null,null,"20 ก.ม. ใช้เวลาเดินทาง",{"$f":"20*60/V41","v":21.818181818181817},"นาที",null,null,null,250,582.70000000000005,1.07,544.57000000000005,9240.2634639117314,9784.8334639117311,326.16111546372434,456.62556164921403,1.8265022465968561,null,34,582.77932999999996,6.96,83.732662356321839,1256.6758310919954,1340.4084934483171,44.680283114943904,62.552396360921463,1.8397763635565136,null,34,44.680283114943904,62.552396360921463,null,74,96.801317674846956,135.52184474478574,null,114,148.89808189783514,208.45731465696917,null,"   - อัตราน้ำมันเชื้อเพลิงเฉลี่ย     ",null,null,null,null,null,{"$f":"+J12","v":0},"บาท/ลิตร",null,null,null,null,null,"   - อัตราน้ำมันเชื้อเพลิงเฉลี่ย     ",null,null,null,null,null,{"$f":"+E11","v":30.5},"บาท/ลิตร",null,null,null,null,34,27.506399999999999,38.506399999999992,-38.43727460446614,74,59.490400000000001,83.290399999999991,-38.543811769353525,114,91.484399999999994,128.0744,-38.559047347049741]
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[null,null,null,null,null,null,null,null,{"$f":"+E9/100","v":7.0000000000000007E-2},{"$f":"I44*(1+I44)^E8/((1+I44)^E8-1)","v":0.12590198865502047},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,350,582.70000000000005,0.77,756.75,12936.368849476423,13693.118849476423,456.43729498254743,639.0122129755664,1.8257491799301897,null,36,582.77932999999996,6.62,88.033131419939565,1330.5979388032893,1418.6310702232288,47.287702340774295,66.202783277084009,1.8389662021412225,null,36,47.287702340774295,66.202783277084009,null,76,99.39905483193165,139.1586767647043,null,116,151.5116402477345,212.11629634682831,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,36,29.105599999999999,40.745599999999996,-38.449959377909124,76,61.089599999999997,85.529599999999988,-38.54106550279274,116,93.08359999999999,130.31359999999998,-38.563400245815878]
[null,null,null,null,null,null,null,null,"\"&TEXT(",null,null,null,null,null,null,null,null,null,null,null,"ดังนั้น เวลาวิ่ง 1 เที่ยว มากกว่าเวลารอ จึงไม่ต้องรอ",null,null,null,null,null,400,582.70000000000005,0.67,869.7,14784.421542258769,15654.12154225877,521.8040514086257,730.52567197207588,1.8263141799301896,null,37,582.77932999999996,6.47,90.074085007727973,1367.5589926589362,1457.6330776666641,48.587769255555472,68.022876957777655,1.8384561339939907,null,37,48.587769255555472,68.022876957777655,null,77,100.70033182308738,140.98046455232233,null,117,152.82042149535633,213.94859009349884,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,37,29.905200000000001,41.865199999999994,-38.451177203240974,77,61.889199999999995,86.649199999999993,-38.541215426451288,117,93.883200000000002,131.4332,-38.566325703497171]
[null,null,null,null,null,null,null,null,",\"0.00\")&\"",null,null,null,null,null,null,null,null,null,null,null,{"$f":"\"วิ่ง 1 รอบ ไป-กลับ รวมเวลาตักและเท  =\"&TEXT(V42,\"0.00\")&\"*2+\"&TEXT(V23,\"0.00\")","v":"วิ่ง 1 รอบ ไป-กลับ รวมเวลาตักและเท  =21.82*2+12.00"},{"$f":"+V42*2+V23","v":55.636363636363633},"นาที",null,null,null,450,582.70000000000005,0.6,971.16,16632.474235041114,17603.634235041114,586.78780783470381,821.50293096858525,1.8255620688190783,null,38,582.77932999999996,6.32,92.211919303797458,1404.5200465145831,1496.7319658183806,49.891065527279352,69.847491738191081,1.8380918878471337,null,38,49.891065527279352,69.847491738191081,null,78,102.00329250695151,142.8046095097321,null,118,154.13058555593494,215.78281977830892,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,38,30.714799999999997,42.994799999999998,-38.436271754497184,78,62.688800000000001,87.768799999999999,-38.542375977003132,118,94.6828,132.55279999999999,-38.569752616920397]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"\"1 วันทำงาน 10 ชั่วโมง ดังนั้น วิ่งได้ =10*60/\"&TEXT(V46,\"0.000\")","v":"1 วันทำงาน 10 ชั่วโมง ดังนั้น วิ่งได้ =10*60/55.636"},{"$f":"10*60/V46","v":10.784313725490197},"เที่ยว",null,null,null,500,582.70000000000005,0.54,1079.07,18480.526927823463,19559.596927823462,651.98656426078207,912.78118996509488,1.8255623799301897,null,39,582.77932999999996,6.17,94.453700162074554,1441.48110037023,1535.9348005323045,51.197826684410153,71.676957358174207,1.8378707014916462,null,39,51.197826684410153,71.676957358174207,null,79,103.30799905063945,144.63119867089523,null,119,155.44217014255096,217.61903819957135,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,39,31.514399999999998,44.114400000000003,-38.445824674827065,79,63.488399999999999,88.88839999999999,-38.544545840173235,119,95.482399999999998,133.67239999999998,-38.573683118013477]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"เขียนเป็นสูตรๆสำเร็จรูปดังนี้",null,null,null,null,null,600,582.70000000000005,0.45,1294.8800000000001,22176.632313388152,23471.512313388153,782.38374377960508,1095.3372412914471,1.8255620688190783,null,40,582.77932999999996,6.04,96.486644039735097,1478.4421542258769,1574.9287982656119,52.497626608853729,73.496677252395216,1.8374169313098805,null,40,52.497626608853729,73.496677252395216,null,80,104.61451671993905,146.46032340791464,null,120,156.7145248594218,219.4003348031905,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,40,32.303999999999995,45.234000000000002,-38.46578962380763,80,64.287999999999997,90.007999999999996,-38.54772548239761,120,96.271999999999991,134.78200000000001,-38.568553178871447]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"จำนวนเที่ยวต่อวัน =    ชั่วโมงทำงานต่อวัน * 60 นาที",null,null,null,null,null,700,582.70000000000005,0.38,1533.42,25872.737698952846,27406.157698952848,913.53858996509496,1278.954025951133,1.8270771799301899,null,41,582.77932999999996,5.91,98.609023688663271,1515.4032080815239,1614.0122317701871,53.800407725672905,75.320570815942062,1.8370870930717575,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ตารางค่าขนส่งวัสดุก่อสร้าง  รถบรรทุก 10 ล้อ และรถลากพ่วง  "]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(เวลาตักและเท)+2(60นาที / ความเร็วเฉลี่ย) * ระยะทางขาเดียว",null,null,null,null,null,800,582.70000000000005,0.34,1713.82,29568.843084517539,31282.663084517539,1042.7554361505847,1459.8576106108185,1.8248220132635231,null,42,582.77932999999996,5.78,100.82687370242213,1552.3642619371708,1653.1911356395929,55.106371187986426,77.14891966318099,1.8368790395995473,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ภูมิประเทศเป็น ที่ราบ ผิวทางลาดยาง การจราจรปรกติ"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ช่วงระยะขนส่งที่ต้องใช้เวลาเดินทาง 1 เที่ยว (ไป-กลับ) ใกล้เคียงกับเวลารอตัก",null,null,null,null,null,900,582.70000000000005,0.3,1942.33,33264.948470082229,35207.27847008223,1173.575949002741,1643.0063286038373,1.8255625873375971,null,43,582.77932999999996,5.67,102.78295061728394,1589.3253157928177,1692.1082664101016,56.403608880336719,78.965052432471396,1.8363965681970091,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ราคาน้ำมันเชื้อเพลิงโซล่า ที่ อำเภอเมือง  12.00 - 12.99  บาท / ลิตร"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"และเท การใช้สูตรหาจำนวนเที่ยวต้องลองทั้งสูตร เพื่อให้ได้ค่าขนส่งที่ต่อเนื่อง",null,null,null,null,null,1000,582.70000000000005,{"$f":"ROUNDDOWN(IF(2*AA52>4*4,10*60/(AA52*2/$D$22*60+$V$23),10*60/(+$V$23*5-AA52*60/$D$22)),4)","v":0.27339999999999998},2131.3000000000002,36961.053855646926,39092.353855646928,1303.0784618548976,1824.3098465968565,1.8243098465968564,null,44,582.77932999999996,5.55,105.00528468468468,1626.2863696484646,1731.2916543331494,57.709721811104977,80.793610535546961,1.8362184212624308,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ระยะ","ค่าบรรทุก","ค่าบรรทุก",null,"ระยะ","ค่าบรรทุก","ค่าบรรทุก",null,"ระยะ","ค่าบรรทุก","ค่าบรรทุก"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ไม่กระโดดหรือมากขึ้นกว่าระยะขนส่งก่อนหน้าช่วงนั้น",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,45,582.77932999999996,5.44,107.12855330882351,1663.2474235041116,1770.3759768129351,59.012532560431168,82.617545584603633,1.8359454574356362,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ขนส่ง",null,null,null,"ขนส่ง",null,null,null,"ขนส่ง"]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"สำหรับรถบรรทุก 6 ล้อ รถบรรทุก 10 ล้อ + รถลากพ่วง ก็ใช้หลักเกณฑ์เดียวกัน",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,47,582.77932999999996,{"$f":"ROUNDDOWN(IF(2*AK55>4*4,10*60/(AK55*2/$D$22*60+$V$23),10*60/(+$V$23*5-AK55*60/$D$22)),2)","v":5.23},111.43008221797321,1737.1695312154054,1848.5996134333786,61.619987114445955,86.267981960224333,1.8354889778771135,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,121,97.07,135.9,{"$f":"+(CG55-BU9)/BU9*100","v":-38.574298777285691},148,118.66,166.13,{"$f":"+(CK55-BY9)/BY9*100","v":-38.57977786740782},175,140.25,196.36,{"$f":"+(CO55-CC9)/CC9*100","v":-38.59091325785193}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"เพียงแต่ระยะเวลาที่ใช้ตักและเท ต่างกัน ตามความจุของกะบะบรรทุก ดังนี้",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,48,582.77932999999996,5.14,113.3811926070039,1774.1305850710523,1887.5117776780562,62.917059255935207,88.083882958309289,1.8350808949647768,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,122,97.87,137.02000000000001,-38.579280762048015,149,119.46,167.25,-38.596245017908437,176,141.05000000000001,197.48,-38.594638318878246]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"รถบรรทุก 10 ล้อ + รถลากพ่วง เวลาตักใส่บรรทุก",7,"นาที/ต่อคัน",null,null,null,null,null,null,null,null,null,null,null,null,null,49,582.77932999999996,5.04,115.63081944444444,1811.0916389266993,1926.7224583711436,64.224081945704782,89.913714723986686,1.8349737698772792,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,123,98.67,138.13999999999999,-38.568483338185814,150,120.26,168.37,-38.593593097508226,177,141.85,198.59,-38.598620855776176]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"เวลาเทลงกอง",5,"นาที/ต่อคัน",null,null,null,null,null,null,null,null,null,null,null,null,null,50,582.77932999999996,4.95,117.73319797979796,1848.0526927823462,1965.7858907621442,65.526196358738133,91.736674902233375,1.8347334980446675,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,124,99.47,139.26,-38.574328991748999,151,121.06,169.49,-38.59119800090766,178,142.65,199.71,-38.602862433681381]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"รถบรรทุก 6 ล้อ เวลาตักใส่บรรทุก",3,"นาที/ต่อคัน",null,null,null,null,null,null,null,null,null,null,null,null,null,51,582.77932999999996,4.8600000000000003,119.91344238683126,1885.0137466379931,2004.9271890248244,66.830906300827479,93.563268821158459,1.8345738984540874,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,125,100.27,140.38,-38.580693968001171,152,121.86,170.61,-38.589058528011151,179,143.44999999999999,200.83,-38.584210487401229]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"เวลาเทลงกอง",2,"นาที/ต่อคัน",null,null,null,null,null,null,null,null,null,null,null,null,null,52,582.77932999999996,4.78,121.92036192468618,1921.97480049364,2043.8951624183262,68.129838747277546,95.381774246188556,1.8342648893497799,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,126,101.07,141.5,-38.570903712515317,153,122.66,171.73,-38.587173592205403,180,144.25,201.95,-38.58879399976518]
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[null,null,null,null,"  พร้อมลากพ่วง",null,null,null,null,null,null,null,1,"ค่าใช้จ่ายคงที่ (Fixed Cost)",null,null,null,1,"เวลาที่ใช้ในการตักบรรทุก และยกเทลงกอง(Loading And Dumping)",null,null,null,null,"ระยะ","Terminal","จำนวน","Terminal","Running","Total","ค่าบรรทุก","ค่าบรรทุก","ค่าบรรทุก",null,"ระยะ","Terminal","จำนวน","Terminal","Running","Total","ค่าบรรทุก","ค่าบรรทุก","ค่าบรรทุก",null,"ระยะ","ค่าบรรทุก","ค่าบรรทุก",null,"ระยะ","ค่าบรรทุก","ค่าบรรทุก",null,"ระยะ","ค่าบรรทุก","ค่าบรรทุก",null,"ระยะ","ค่าบรรทุก","ค่าบรรทุก",null,"ระยะ","ค่าบรรทุก","ค่าบรรทุก",null,"ระยะ","ค่าบรรทุก","ค่าบรรทุก"]
[1,"ราคารถบรรทุกพร้อมตัวถัง",1500000,2300000,3000000,"บาท",null,1,"ราคารถบรรทุก 6 ล้อ  แบบยกเท  ราคาเฉลี่ย  ",{"$f":"+C7","v":1500000},"บาท",null,null,{"$f":"\"มูลค่าของรถบรรทุกต่อปี  \"&TEXT(J32,\"0.0000\")&\"*\"&TEXT(J12,\"0.00\")","v":"มูลค่าของรถบรรทุกต่อปี  0.1259*1306845.00"},{"$f":"+J32*J12","v":164534.38436387022},"บาท/ปี",null,null,"จาก Caterpillar Performance Handbook Front-end Loader",null,null,null,null,"ขนส่ง","Cost","เที่ยว","Cost","Cost","Cost",null,null,"บาท/ลบ.ม.",null,"ขนส่ง","Cost","เที่ยว","Cost","Cost","Cost",null,null,"บาท/ลบ.ม.",null,"ขนส่ง",null,null,null,"ขนส่ง",null,null,null,"ขนส่ง",null,null,null,"ขนส่ง",null,null,null,"ขนส่ง",null,null,null,"ขนส่ง"]
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[6,"ราคาน้ำมันเชื้อเพลิงโซล่า",{"$f":"J15","v":30.5},{"$f":"C12","v":30.5},{"$f":"C12","v":30.5},"บาท/ลิตร",null,null,"ดังนั้น  ตัวรถที่ใช้คิดมีราคา",{"$f":"+J10-J11","v":1306845},"บาท",null,null,null,null,null,null,null," - รวมเวลาที่ใช้ตัก 1 ครั้ง ปริมาตร 3.00 ลบ.ม.",0.45,"นาที",null,null,4,1449.78,26.802,54.092230000000001,71.589929746935113,125.68215974693511,13.964684416326124,19.550558182856573,4.8876395457141433,null,4,1449.78,26.802,54.09223192299082,71.589929746935113,125.68216166992593,13.964684629991771,19.550558481988478,4.8876396204971195,null,4,13.964684629991771,19.550558481988478,null,44,114.70938860961739,160.59314405346433,null,84,217.69935389588844,304.77909545424382,null,124,320.68443858555378,448.95821401977526,null,151,390.17209620043809,546.24093468061324,null,178,459.74174536396782,643.63844350955492]
[7,"ราคาน้ำมันหล่อลื่น",60,{"$f":"+C13","v":60},{"$f":"+C13","v":60},"บาท/ลิตร",null,null,{"$f":"\"เมื่อใช้งานครบอายุ  12 ปี  อัตราดอกเบี้ยคำนวณค่าเสื่อมราคา \"&TEXT(J13,\"0.00\")&\"%ต่อปี\"","v":"เมื่อใช้งานครบอายุ  12 ปี  อัตราดอกเบี้ยคำนวณค่าเสื่อมราคา 7.00%ต่อปี"},{"$f":"+C10","v":7},"%ต่อปี",null,2,"ค่าใช้จ่ายการเดินรถ (Running Cost)",null,null,null,null,null,null,null,null,null,5,1449.78,28.175000000000001,51.456249999999997,89.487412183668894,140.94366218366889,15.660406909296544,21.92456967301516,4.3849139346030324,null,5,1449.78,28.175000000000001,51.456255545696536,89.487412183668894,140.94366772936542,15.660407525485047,21.924570535679063,4.3849141071358124,null,5,15.660407525485047,21.924570535679063,null,45,117.28493878706263,164.19891430188767,null,85,220.26799570231603,308.37519398324241,null,125,323.25702889838487,452.5598404577388,null,152,392.76671960566114,549.8734074479255,null,179,462.28887235831684,647.20442130164349]
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[11,"ค่าประกันอุบัติเหตุปีละ",{"$f":"0.01*C7","v":15000},{"$f":"0.01*D7","v":23000},{"$f":"0.01*E7","v":30000},"บาท",null,4,"เงินเดือนพนักงานขับรถและเบี้ยเลี้ยง",{"$f":"+C14","v":7000},"บาท",null,null,{"$f":"\"ค่าซ่อมบำรุงรักษารถบรรทุก  \"&TEXT(C25,\"0.00\")&\"/\"&TEXT(C11,\"0.00\")","v":"ค่าซ่อมบำรุงรักษารถบรรทุก  48075.00/60000.00"},{"$f":"+C25/C11","v":0.80125000000000002},"บาท/ก.ม.",null,null,"ตัก 1 ครั้ง ปุ้งกี๋จุ ",3,"ลบ.ม.",null,null,9,1449.78,24.013000000000002,60.374789999999997,161.07734193060401,221.452131930604,24.605792436733779,34.448109411427289,3.8275677123808101,null,9,1449.78,24.013000000000002,60.374796984966473,161.07734193060401,221.45213891557049,24.605793212841164,34.448110497977623,3.8275678331086249,null,9,24.605793212841164,34.448110497977623,null,49,127.58531189606953,178.61943665449732,null,89,230.5567727955513,322.7794819137718,null,129,333.53185629044356,466.94459880662095,null,156,403.06836992163721,564.29571789029205,null,183,472.61093280378032,661.6553059252924]
[12,"น้ำหนักตัวรถ",6,10,17,"ตัน",null,5,"ค่าทะเบียนรถยนต์ต่อปี",{"$f":"+C16","v":3400},"บาท",null,null,"     รวมค่าใช้จ่ายเดินรถ",{"$f":"SUM(O14:O17)","v":7.1358055555555548},"บาท/ก.ม.",null,null,"ตักหนึ่งครั้งได้วัสดุ",{"$f":"+T17*T16","v":2.5499999999999998},"ลบ.ม.",null,null,10,1449.78,22.084,65.648430000000005,178.97482436733779,244.62325436733778,27.180361596370865,38.052506234919207,3.8052506234919208,null,10,1449.78,22.084,65.648433254845131,178.97482436733779,244.6232576221829,27.180361958020324,38.052506741228449,3.8052506741228447,null,10,27.180361958020324,38.052506741228449,null,50,130.16045925363355,182.22464295508695,null,90,233.13980979661372,326.39573371525921,null,130,336.1139242146067,470.55949390044935,null,157,405.64937974902415,567.90913164863377,null,184,475.18947659891364,665.26526723847905]
[13,"น้ำหนักบรรทุก",9,15,30,"ตัน",null,6,"ค่าประกันอุบัติเหตุปีละประเภท 1 คิด 1% ต่อปี",{"$f":"+C17","v":15000},"บาท",null,null,null,null,null,null,null,"ดังนั้น ตักเต็มคันรถสิบล้อ ต้องตัก   ",{"$f":"+T15/T18","v":2.5210084033613449},"ครั้ง",null,null,11,1449.78,20.442,70.921629999999993,196.87230680407157,267.79393680407156,29.754881867119064,41.656834613966687,3.7869849649060625,null,11,1449.78,20.442,70.921631934253,196.87230680407157,267.79393873832458,29.754882082036065,41.656834914850492,3.7869849922591357,null,11,29.754882082036065,41.656834914850492,null,51,132.73451556036127,185.82832178450576,null,91,235.71756903569909,330.00459664997868,null,131,338.70521091569458,474.18729528197235,null,158,408.23799775778321,571.5331968608964,null,185,477.69955660966178,668.77937925352649]
[14,"วัสดุก่อสร้างมีความหนาแน่น",1.4,1.4,1.4,"ตัน/ลบ.ม.",null,7,"วัสดุก่อสร้างมีความหนาแน่นของมวลหลวม  เฉลี่ย จาก ดิน ทราย ลูกรัง หิน",{"$f":"+C20","v":1.4},"ตัน/ลบ.ม.",null,3,"Terminal Cost",null,null,null,null,"คิดเป็น",{"$f":"ROUNDUP(T19,0)","v":3},"ครั้ง",null,null,12,1449.78,19.027999999999999,76.191919999999996,214.76978924080532,290.96170924080531,32.329078804533921,45.260710326347485,3.771725860528957,null,12,1449.78,19.027999999999999,76.191927685516092,214.76978924080532,290.9617169263214,32.329079658480154,45.26071152187221,3.7717259601560174,null,12,32.329079658480154,45.26071152187221,null,52,135.306026136112,189.42843659055677,null,92,238.28926929831471,333.60497701764058,null,132,341.26739521716468,477.77435330403051,null,159,410.77879570506053,575.09031398708476,null,186,480.29025959836963,672.40636343771746]
[15,"เวลาที่สามารถทำงานได้ต่อปี",300,300,300,"วัน",null,8,"น้ำหนักรถบรรทุก 6 ตัน  น้ำหนักบรรทุกตามกฎหมาย",{"$f":"+C19","v":9},"ตัน",null,null,"ปีหนึ่งรถบรรทุกใช้งานวิ่งเป็นระยะทาง 60,000 กม.",{"$f":"+J14","v":60000},"ก.ม.",null,null,"ดังนั้น ต้องใช้เวลาตักเต็มคันรถสิบล้อ ",{"$f":"+T20*T12","v":1.35},"นาที",null,null,13,1449.78,17.795999999999999,81.466620000000006,232.66727167753911,314.13389167753911,34.903765741948789,48.8652720387283,3.7588670799021768,null,13,1449.78,17.795999999999999,81.466621712744441,232.66727167753911,314.13389339028356,34.903765932253727,48.865272305155216,3.758867100396555,null,13,34.903765932253727,48.865272305155216,null,53,137.87998513139812,193.03197918395736,null,93,240.85410782218332,337.19575095105665,null,133,343.83805599856333,481.37327839798866,null,160,413.38235127873446,578.73529179022819,null,187,482.88760180228445,676.0426425231982]
[16,"เวลาที่สามารถทำงานได้ต่อวัน",10,10,10,"ชม.",null,9,"เวลาที่ทำการได้ตลอดปี",{"$f":"+C21","v":300},"วัน",null,null,"ด้วยความเร็วเฉลี่ย",{"$f":"+C23","v":55},"ก.ม./ช.ม.",null,null,"เวลารถ 6ล้อ เข้าจอดในที่รอตักวัสดุใส่รถ",2,"นาที",null,null,14,1449.78,16.715,86.735259999999997,250.56475411427289,337.30001411427287,37.477779346030317,52.46889108444244,3.7477779346030315,null,14,1449.78,16.715,86.735267723601552,250.56475411427289,337.30002183787445,37.477780204208273,52.468892285891577,3.7477780204208271,null,14,37.477780204208273,52.468892285891577,null,54,140.45544823704537,196.6376275318635,null,94,243.43107323551314,340.8035025297184,null,134,346.41738256093117,484.9843355853036,null,161,415.93698235119439,582.31177529167212,null,188,485.49169364494384,679.68837110292134]
[17,"ความเร็วเฉลี่ยของรถ",55,55,55,"ก.ม./ชม.",null,10,"เวลาที่ทำการได้ต่อวัน",{"$f":"+C22","v":10},"ชม.",null,null,{"$f":"\"ดังนั้น จำนวนชั่วโมงที่วิ่งทำงานต่อปี \"&TEXT(+O21,\"0.00\")&\"/\"&TEXT(O22,\"0.00\")","v":"ดังนั้น จำนวนชั่วโมงที่วิ่งทำงานต่อปี 60000.00/55.00"},{"$f":"+O21/O22","v":1090.909090909091},"ชม.",null,null,"เวลาถึงหน้างานเทลงกองและออกรถใช้เวลา",2,"นาที",null,null,15,1449.78,15.757,92.008629999999997,268.4622365510067,360.47086655100668,40.052318505667408,56.073245907934364,3.7382163938622908,null,15,1449.78,15.757,92.008631084597326,268.4622365510067,360.47086763560401,40.05231862617822,56.073246076649504,3.7382164051099669,null,15,40.05231862617822,56.073246076649504,null,55,143.03139485121957,200.24395279170739,null,95,246.02055242949578,344.42877340129405,null,135,349.00556988433999,488.60779783807595,null,162,418.49838402069764,585.89773762897664,null,189,488.02447564680392,683.23426590552549]
[18,"เวลาใช้ตักวัสดุใส่รถ เทกอง",{"$f":"+T25","v":5.35},6.25,12,"นาที/เที่ยว",null,11,"ความเร็วของรถเวลาวิ่งรถปล่าว",60,"ก.ม./ชม.",null,null,{"$f":"\"ในหนึ่งวันทำงาน 10 ชั่วโมง ดังนั้นปีหนึ่งมีวันวิ่งรถ \"&TEXT(O23,\"0.00\")&\"/\"&TEXT(J23,\"0.00\")","v":"ในหนึ่งวันทำงาน 10 ชั่วโมง ดังนั้นปีหนึ่งมีวันวิ่งรถ 1090.91/10.00"},{"$f":"+O23/J23","v":109.09090909090909},"วัน",null,null,"รวมเวลาที่ใช้ในงาน ตักใส่ - เทกอง",{"$f":"SUM(T21:T23)","v":5.35},"นาที",null,null,16,1449.78,14.903,97.281080000000003,286.35971898774045,383.64079898774048,42.626755443082274,59.677457620315181,3.7298411012696988,null,16,1449.78,14.903,97.281084345433797,286.35971898774045,383.64080333317423,42.626755925908249,59.677458296271546,3.7298411435169716,null,16,42.626755925908249,59.677458296271546,null,56,145.60672745214848,203.84941843300786,null,96,248.58161955669149,348.01426737936805,null,136,351.56195682175485,492.18673955045676,null,163,421.06667850018727,589.49334990026216,null,190,490.64152931330602,686.89814103862841]
[19,"ค่าซ่อมบำรุงรักษารถต่อปี",{"$f":"1.5*32050","v":48075},{"$f":"1.5*61550","v":92325},{"$f":"1.5*124900","v":187350},"บาท",null,null,"ความเร็วของรถเวลาวิ่งรถบรรทุกเต็ม",50,"ก.ม./ชม.",null,null,{"$f":"\"และวันที่ไม่วิ่งรถมี  \"&TEXT(J22,\"0.00\")&\"-\"&TEXT(O24,\"0.00\")","v":"และวันที่ไม่วิ่งรถมี  300.00-109.09"},{"$f":"+J22-O24","v":190.90909090909091},"วัน",null,null,"คิดเป็น",{"$f":"+T24","v":5.35},"นาที",null,null,17,1449.78,14.137,102.55216,304.2572014244742,406.80936142447422,45.201040158274914,63.281456221584875,3.7224386012696984,null,17,1449.78,14.137,102.55216806960458,304.2572014244742,406.80936949407879,45.201041054897644,63.281457476856694,3.7224386751092173,null,17,45.201041054897644,63.281457476856694,null,57,148.18027164886345,207.45238030840883,null,97,251.15428076930615,351.61599307702858,null,137,354.12640551260671,495.77696771764937,null,164,423.64199096175736,593.09878734646031,null,191,493.18583201472757,690.4601648206185]
[20,"การสิ้นเปลืองเชื้อเพลิง",0.17,0.27300000000000002,0.38550000000000001,"ลิตร/ก.ม.",null,null,"ความเร็วเฉลี่ย ไป - กลับ",{"$f":"+C23","v":55},"ก.ม./ชม.",null,null,{"$f":"\"สัดส่วนของวันที่ไม่วิ่งรถ \"&TEXT(O25,\"0.00\")&\"/\"&TEXT(J22,\"0.00\")","v":"สัดส่วนของวันที่ไม่วิ่งรถ 190.91/300.00"},{"$f":"+O25/J22","v":0.63636363636363635},null,null,null,null,null,null,null,null,18,1449.78,13.446,107.8224,322.15468386120801,429.97708386120803,47.775231540134229,66.88532415618792,3.7158513420104402,null,18,1449.78,13.446,107.82240071396699,322.15468386120801,429.97708457517501,47.775231619463888,66.885324267249445,3.7158513481805246,null,18,47.775231619463888,66.885324267249445,null,58,150.75077699794124,211.05108779711773,null,98,253.73889189604819,355.23444865446743,null,138,356.74112824385088,499.43757954139119,null,165,426.22444962676155,596.71422947746612,null,192,495.73563663240446,694.02989128536626]
[21,"การสิ้นเปลืองน้ำมันหล่อลื่น",1.4E-3,2.2899999999999999E-3,2.2899999999999999E-3,"ลิตร/ก.ม.",null,12,"เวลาในการตักวัสดุใส่รถ - เทลงกอง",5.35,"นาที/เที่ยว",null,null,{"$f":"\"สัดส่วนของวันที่วิ่งรถ  \"&TEXT(O24,\"0.00\")&\"/\"&TEXT(J22,\"0.00\")","v":"สัดส่วนของวันที่วิ่งรถ  109.09/300.00"},{"$f":"ROUND(O24/J22,2)","v":0.36},null,null,3,"กรณีต้องรอคิวตัก - เท",null,null,null,null,19,1449.78,12.819000000000001,113.09618,340.05216629794177,453.14834629794177,50.349816255326864,70.489742757457606,3.7099864609188216,null,19,1449.78,12.819000000000001,113.09618534987128,340.05216629794177,453.14835164781306,50.349816849757005,70.489743589659795,3.7099865047189367,null,19,50.349816849757005,70.489743589659795,null,59,153.32496090275941,214.65494526386317,null,99,256.3138812198157,358.83943370774193,null,139,359.28018484936297,502.99225878910812,null,166,428.81418585923348,600.33986020292684,null,193,498.37245448610753,697.72143628055051]
[22,"ยาง 1 ชุดใช้วิ่งได้ระยะทาง",45000,50800,50800,"ก.ม.",null,13,"ค่าซ่อมบำรุงรักษาปีหนึ่งเป็นเงิน",48075,"บาท",null,null,"มูลค่ารถ + เงินเดือนเบี้ยเลี้ยงพนักงาน",{"$f":"+O7+O8","v":248534.38436387022},"บาท/ปี",null,null,null,null,null,null,null,20,1449.78,12.247999999999999,118.36870999999999,357.94964873467558,476.3183587346756,52.924262081630623,74.093966914282873,3.7046983457141436,null,20,1449.78,12.247999999999999,118.36871325930764,357.94964873467558,476.31836199398322,52.924262443775916,74.09396742128628,3.704698371064314,null,20,52.924262443775916,74.09396742128628,null,60,155.90221086976885,218.26309521767638,null,100,258.87830294830871,362.42962412763217,null,140,361.86987647699868,506.61782706779815,null,167,431.41133426276377,603.97586796786925,null,194,500.9343275533451,701.30805857468306]
[23,"ตัวรถพ่วง",null,null,60960,"ก.ม.",null,14,"การสิ้นเปลืองเชื้อเพลิงที่ความเร็ว  55 กม. /ชม.",0.17,"ลิตร/ก.ม.",null,null,{"$f":"\"ดังนั้น ค่า Terminal Cost เฉลี่ยต่อวัน \"&TEXT(O28,\"0.00\")&\"/\"&TEXT(J22,\"0.00\")","v":"ดังนั้น ค่า Terminal Cost เฉลี่ยต่อวัน 248534.38/300.00"},{"$f":"+O28/J22","v":828.44794787956744},"บาท/วัน",null,null,null,null,null,null,null,25,1449.78,10.016999999999999,144.73195000000001,447.43706091834446,592.1690109183445,65.796556768704946,92.115179476186924,3.684607179047477,null,21,1449.78,11.726000000000001,123.63806924782533,375.84713117140933,499.48520041923467,55.498355602137188,77.697697842992056,3.6998903734758124,null,21,55.498355602137188,77.697697842992056,null,61,158.48186463831615,221.87461049364259,null,101,261.4539896330021,366.03558548620293,null,141,364.42449488215556,510.19429283501773,null,168,433.95408008788775,607.5357121230428,null,195,503.50196620586019,704.90275268820426]
[null,null,null,null,null,null,null,15,"การสิ้นเปลืองน้ำมันหล่อลื่น",1.4E-3,"ลิตร/ก.ม.",null,null,{"$f":"\"ค่าใช้จ่ายในการวิ่งรถส่วนหนึ่งจะมีค่า Terminal Cost \"&TEXT(O29,\"0.00\")&\"*\"&TEXT(O25,\"0.00\")&\"/\"&TEXT(O24,\"0.00\")","v":"ค่าใช้จ่ายในการวิ่งรถส่วนหนึ่งจะมีค่า Terminal Cost 828.45*190.91/109.09"},{"$f":"+O29*O25/O24","v":1449.7839087892428},"บาท/วัน",null,null,null,null,null,null,null,30,1449.78,8.4740000000000002,171.08566999999999,536.92447310201339,708.01014310201344,78.667793678001487,110.13491114920208,3.6711637049734027,null,22,1449.78,11.246,128.91516983816467,393.74461360814314,522.65978344630776,58.073309271811972,81.302632980536757,3.6955742263880342,null,22,58.073309271811972,81.302632980536757,null,62,161.05435548931058,225.4760976850348,null,102,264.04127511378323,369.65778515929651,null,142,367.03130080859592,513.84382113203424,null,169,436.56569449561499,611.191972293861,null,196,506.07545786407962,708.50564100971144]
[null,null,null,null,null,null,null,16,"ยางรถยนต์ 1 ชุด มีเวลาใช้งานได้ระยะทาง",45000,"ก.ม.",null,4,"Time related cost",null,null,null,null,null,null,null,null,null,35,1449.78,7.3419999999999996,197.4639,626.41188528568227,823.87578528568224,91.541753920631365,128.1584554888839,3.6616701568252545,null,23,1449.78,10.804,134.18918918918919,411.64209604487689,545.83128523406606,60.647920581562893,84.907088814188043,3.6916125571386105,null,23,60.647920581562893,84.907088814188043,null,63,163.62721558764508,229.0781018227031,null,103,266.6167958655837,373.26351421181715,null,143,369.60215039247731,517.44301054946823,null,170,439.12169180999012,614.77036853398613,null,197,508.65489172475179,712.11684841465251]
[null,null,null,null,null,null,null,17,"  Capital Recovery Factor ( CRF ) ",{"$f":"+J36","v":0.12590198865502047},null,null,null,"มูลค่ารถ + เงินเดือนเบี้ยเลี้ยงพนักงาน",{"$f":"+O28","v":248534.38436387022},"บาท/ปี",null,null,null,null,null,null,null,40,1449.78,6.4770000000000003,223.83510000000001,715.89929746935115,939.73439746935117,104.41493305215013,146.18090627301018,3.6545226568252547,null,24,1449.78,10.396000000000001,139.45555983070409,429.53957848161065,568.99513831231479,63.221682034701644,88.510354848582296,3.6879314520242623,null,24,63.221682034701644,88.510354848582296,null,64,166.19961518406853,232.67946125769592,null,104,269.17952862496958,376.85134007495736,null,144,372.18106510743496,521.05349115040895,null,171,441.68413264915102,618.35778570881143,null,198,511.24035880629538,715.73650232881346]
[null,null,null,null,null,null,null,null,"CRF = i ( 1+i )^n / {( 1+i )^n -1 }",null,null,null,null,"ดังนั้น ค่า Time related cost ของค่ารถ + เงินเดือนเบี้ยเลี้ยงพนักงาน",null,null,null,null,null,null,null,null,null,45,1449.78,5.7949999999999999,250.17773,805.38670965302003,1055.5644396530201,117.28493773922446,164.19891283491424,3.6488647296647607,null,25,1449.78,10.016999999999999,144.73195567535191,447.43706091834446,592.16901659369637,65.796557399299601,92.115180359019433,3.6846072143607773,null,25,65.796557399299601,92.115180359019433,null,65,168.78036737510214,236.29251432514297,null,105,271.75303040850082,380.45424257190115,null,145,374.72187595792263,524.61062634109169,null,172,444.25312740343333,621.95437836480664,null,199,513.74543277999021,719.24360589198625]
[null,null,null,null,null,null,null,null,"( n  =  จำนวนปี  ,  i  =  อัตราดอกเบี้ย )",null,null,null,null,{"$f":"TEXT(O32,\"0.00\")&\"*\"&TEXT(O24,\"0.00\")&\"/\"&TEXT(C21,\"0.00\")&\"/\"&TEXT(C11,\"0.00\")","v":"248534.38*109.09/300.00/60000.00"},{"$f":"O32*O24/C21/C11","v":1.5062689961446682},"บาท/ก.ม.",null,null,"จำนวนรถบรรทุกกำหนดให้มี 9 คัน  รถที่เฉลี่ยคือคันที่ 5",null,null,null,null,50,1449.78,5.242,276.57001000000002,894.87412183668891,1171.4441318366889,130.16045909296543,182.22464273015157,3.6444928546030315,null,26,1449.78,9.6649999999999991,150.00310398344544,465.33454335507821,615.33764733852365,68.370849704280403,95.719189585992552,3.6815072917689444,null,26,68.370849704280403,95.719189585992552,null,66,171.3494409479637,239.88921732714917,null,106,274.33760708195194,384.07264991473272,null,146,377.31677891968565,528.24349048755982,null,173,446.82878899926231,625.56030459896715,null,200,516.34235230051502,722.87929322072102]
[null,null,{"$f":"0.06/1000*C7*C21*10","v":269999.99999999994},{"$f":"0.01*1300000","v":13000},null,null,null,null,null,null,null,null,null," ",null,null,null,null,"วิ่งขนส่งวัสดุระยะทาง 1 ก.ม.( ขาเดียว)",null,null,null,null,60,1449.78,4.4029999999999996,329.27095000000003,1073.8489462040268,1403.1198962040269,155.90221068933633,218.26309496507085,3.6377182494178473,null,27,1449.78,9.3369999999999997,155.27257148977188,483.23202579181202,638.50459728158387,70.94495525350932,99.322937354913037,3.6786273094412234,null,27,70.94495525350932,99.322937354913037,null,67,173.92553980497163,243.49575572696028,null,107,276.90803783063745,387.67125296289242,null,147,379.87264791592708,531.82170708229785,null,174,449.4112329724029,629.17572616136397,null,"201-",{"$f":"BN35/1.4","v":2.58181878385746},{"$f":"+AP209","v":3.6145462974004436}]
[null,null,null,null,{"$f":"300*10*75","v":225000},null,null,null,{"$f":"+C10/100","v":7.0000000000000007E-2},{"$f":"I36*(1+I36)^C9/((1+I36)^C9-1)","v":0.12590198865502047},null,null,5,"Trip related cost",null,null,null,null,"ความเร็วเฉลี่ย ",{"$f":"+C23","v":55},"กม./ชม.",null,null,70,1449.78,3.7949999999999999,382.02370999999999,1252.8237705713645,1634.8474805713645,181.64972006348495,254.30960808887892,3.6329944012696989,null,28,1449.78,9.0299999999999994,160.55149501661131,501.12950822854577,661.68100324515706,73.520111471684118,102.92815606035776,3.6760055735842059,null,28,73.520111471684118,102.92815606035776,null,68,176.49794826312782,247.09712756837894,null,108,279.48922140901209,391.2849099726169,null,null,null,null,null,null,null,null,null,1000,"ต่อ กม.","ต่อ กม."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"\"ค่าทะเบียนและเบี้ยประกันขึ้นกับระยะวิ่ง (\"&TEXT(O9,\"0.00\")&\"+\"&TEXT(O10,\"0.00\")&\")/\"&TEXT(O21,\"0.00\")","v":"ค่าทะเบียนและเบี้ยประกันขึ้นกับระยะวิ่ง (15000.00+3400.00)/60000.00"},{"$f":"+(O9+O10)/O21","v":0.30666666666666664},"บาท/ก.ม.",null,null,"1 กม. ใช้เวลาเดินทาง",{"$f":"60/T36","v":1.0909090909090908},"นาที",null,null,80,1449.78,3.335,434.71663999999998,1431.7985949387023,1866.5152349387022,207.3905816598558,290.34681432379807,3.6293351790474757,null,29,1449.78,8.7430000000000003,165.82180029738075,519.02699066527953,684.84879096266025,76.094310106962254,106.53203414974715,3.6735184189567982,null,29,76.094310106962254,106.53203414974715,null,69,179.07647137739835,250.70705992835767,null,109,282.05497994347718,394.87697192086802,null,null,null,null,null,null,null,null,null,"@"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"วิ่งไปกลับใช้เวลาเดินทาง",null,null,null,null,90,1449.78,2.9740000000000002,487.48486000000003,1610.7734193060401,2098.2582793060401,233.13980881178225,326.39573233649514,3.6266192481832795,null,30,1449.78,8.4740000000000002,171.08567382582015,536.92447310201339,708.0101469278336,78.667794103092618,110.13491174432966,3.6711637248109885,null,30,78.667794103092618,110.13491174432966,null,70,181.64972066515381,254.30960893121531,null,110,284.63112480615996,398.48357472862392]
[null,null,null,null,null,null,null,null,null,null,null,null,6,"ดังนั้น ค่าใช้จ่ายในการเดินรถทั้งหมด ต่อ 1 กิโลเมตร ขาเดียว",null,null,null,null,"ดังนั้น รถคันที่ 5( คันเฉลี่ย) วิ่งครบ 1 เที่ยว",{"$f":"2*T37","v":2.1818181818181817},"นาที",null,null,100,1449.78,2.6840000000000002,540.15647999999999,1789.7482436733778,2329.9047236733777,258.87830263037529,362.4296236825254,3.6242962368252538,null,31,1449.78,8.2200000000000006,176.37226277372261,554.82195553874715,731.19421831246973,81.243802034718854,113.74132284860639,3.669074930600206,null,31,81.243802034718854,113.74132284860639,null,71,184.22803010090871,257.91924214127221,null,111,287.21793890983901,402.10511447377456,null,"   - ระยะขนส่งตั้งแต่ 201 กม.ถึง 1000 กม. ค่าขนส่งคิดเป็นกม.ละ ",null,null,null,null,null,{"$f":"BM35","v":2.58181878385746},"บาท/ตัน"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"TEXT(O18,\"0.00\")&\"+\"&TEXT(O34,\"0.00\")&\"+\"&TEXT(O37,\"0.00\")","v":"7.14+1.51+0.31"},{"$f":"+O18+O34+O37","v":8.9487412183668891},"บาท/ก.ม.",null,null,"                                                                 ใช้เวลารวม ( 3.5 x 5+  2 x 5 ) - 1.091",{"$f":"+T25*5-T37","v":25.65909090909091},"นาที",null,null,150,1449.78,1.8029999999999999,804.09316999999999,2684.6223655100666,3488.7155355100667,387.63505950111852,542.68908330156592,3.6179272220104393,null,32,1449.78,7.9820000000000002,181.63117013279879,572.7194379754809,754.35060810827963,83.816734234253289,117.34342792795459,3.666982122748581,null,32,83.816734234253289,117.34342792795459,null,72,186.7993197339641,261.5190476275497,null,112,289.78778402534311,405.70289763548033,null,null,null,null,null,null,null,{"$f":"BN35","v":3.6145462974004436},"บาท/ลบ.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,7,"ดังนั้น ค่าใช้จ่ายในการเดินรถทั้งหมด 1 เที่ยว /  1 กม.",null,null,null,null,{"$f":"\"1  วันทำงาน 10  ชม.  ดังนั้นวิ่งได้   =10*60/+\"&TEXT(T40,\"0.000\")","v":"1  วันทำงาน 10  ชม.  ดังนั้นวิ่งได้   =10*60/+25.659"},{"$f":"10*60/+T40","v":23.383525243578386},"เที่ยว",null,null,200,1449.78,1.3580000000000001,1067.5846799999999,3579.4964873467557,4647.081167346756,516.34235192741733,722.87929269838423,3.614396463491921,null,33,1449.78,7.7560000000000002,186.92367199587414,590.61692041221465,777.54059240808874,86.393399156454308,120.95075881903603,3.6651745096677582,null,33,86.393399156454308,120.95075881903603,null,73,189.37446938530385,265.12425713942537,null,113,292.36788193805273,409.3150347132738,null,"   - การคิดค่าขนส่งใช้ระยะทางขนส่งคูณด้วยอัตราค่าขนส่งต่อตัน หรือต่อลบ.ม."]
[null,null,null,null,null,null,null,null,"\"&TEXT(",null,null,null,null,{"$f":"\"2*\"&TEXT(O40,\"0.00\")","v":"2*8.95"},{"$f":"2*O40","v":17.897482436733778},"บาท/ก.ม.",null,"การคำนวณจำนวนเที่ยวที่วิ่งต่อวัน รถบรรทุก  6  ล้อ",null,null,null,null,null,250,1449.78,1.089,1331.29476,4474.3706091834447,5805.6653691834445,645.07392990927156,903.10350187298013,3.6124140074919207,null,34,1449.78,7.5439999999999996,192.17656415694591,608.51440284894841,800.69096700589432,88.965663000654928,124.55192820091689,3.6632920059093204,null,34,88.965663000654928,124.55192820091689,null,74,191.94069378942092,268.71697130518925,null,114,294.92959611165901,412.90143455632261,null,"   - อัตราน้ำมันเชื้อเพลิงเฉลี่ย     ",null,null,null,null,null,{"$f":"+J15","v":30.5},"บาท/ลิตร"]
[null,null,null,null,null,null,null,null,",\"0.00\")&\"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,300,1449.78,0.90900000000000003,1594.91749,5369.2447310201333,6964.1622210201331,773.79580233557033,1083.3141232697983,3.6110470775659942,null,35,1449.78,7.3419999999999996,197.46390629256334,626.41188528568227,823.87579157824564,91.541754619805076,128.15845646772709,3.6616701847922024,null,35,91.541754619805076,128.15845646772709,null,75,194.52221279437774,272.33109791212883,null,115,297.50110276734932,416.50154387428904]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ลำดับ","รายการ","ปริมาณ","หน่วย",null,null,350,1449.78,0.78,1858.6922999999999,6264.1188528568227,8122.8111528568224,902.53457253964689,1263.5484015555055,3.610138290158587,null,36,1449.78,7.1509999999999998,202.73807859040693,644.30936772241603,847.04744631282301,94.116382923646995,131.76293609310579,3.6600815581418278,null,36,94.116382923646995,131.76293609310579,null,76,197.09340217141047,275.93076303997464,null,116,300.08265504985661,420.11571706979925]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"\"&TEXT(",null,null,null,null,null,null,null,null,null,400,1449.78,0.68300000000000005,2122.66471,7158.9929746935113,9281.6576846935113,1031.295298299279,1443.8134176189906,3.6095335440474763,null,37,1449.78,6.97,208.00286944045911,662.20685015914978,870.20971959960889,96.689968844400994,135.36595638216139,3.6585393616800372,null,37,96.689968844400994,135.36595638216139,null,77,199.66629352281745,279.53281093194443,null,117,302.64410341805456,423.70174478527633]
[null,null,null,null,null,null,null,null,null,null,null,null,null,",\"0.00\")&\"",null,null,null,null,"เขียนเป็นสูตรๆสำเร็จรูปดังนี้",null,null,null,null,450,1449.78,0.60699999999999998,2388.4349200000001,8053.8670965301999,10442.3020165302,1160.2557796144667,1624.3580914602533,3.6096846476894515,null,38,1449.78,6.798,213.26566637246248,680.10433259588353,893.36999896834595,99.2633332187051,138.96866650618713,3.6570701712154507,null,38,99.2633332187051,138.96866650618713,null,78,202.24043974913764,283.13661564879266,null,118,305.21508656063946,427.30112118489524]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"จำนวนเที่ยวต่อวัน =                            ชั่วโมงทำงานต่อวัน x 60 นาที",null,null,null,null,500,1449.78,0.54700000000000004,2650.42047,8948.7412183668894,11599.16168836689,1288.7957431518766,1804.3140404126273,3.6086280808252544,null,39,1449.78,6.6340000000000003,218.53783539342777,698.0018150326174,916.53965042604523,101.83773893622725,142.57283451071814,3.6557137054030293,null,39,101.83773893622725,142.57283451071814,null,79,204.81536847704865,286.74151586786809,null,119,307.79584453156008,430.9141823441841]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"                                (เวลารอตักและเท) x 5 - (60นาที/ความเร็วเฉลี่ย) x ระยะทางขาเดียว",null,null,null,null,600,1449.78,0.45600000000000002,3179.3420999999998,10738.489462040267,13917.831562040266,1546.4257291155852,2164.9960207618192,3.6083267012696987,null,40,1449.78,{"$f":"ROUNDDOWN(IF(2*AH48>2*4,10*60/(AH48*2/$C$23*60+$T$25),10*60/(+$T$25*5-AH48*60/$C$23)),3)","v":6.4770000000000003},223.83510884668826,715.89929746935115,939.73440631603944,104.41493403511549,146.18090764916167,3.6545226912290416,null,40,104.41493403511549,146.18090764916167,null,80,207.3905818464292,290.34681458500086,null,120,310.38662551131307,434.54127571583825]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,4,"กรณีไม่ต้องรอคิวตักและเท",null,null,null,null,700,1449.78,0.39100000000000001,3707.8772300000001,12528.237705713645,16236.114935713646,1804.0127706348494,2525.6178788887892,3.6080255412696989,null,41,1449.78,6.3280000000000003,229.10556257901388,733.79677990608491,962.90234248509876,106.98914916501097,149.78480883101534,3.6532880202686666]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,800,1449.78,0.34200000000000003,4239.1228000000001,14317.985949387023,18557.108749387022,2061.9009721541133,2886.6613610157583,3.6083267012696978,null,42,1449.78,6.1859999999999999,234.364694471387,751.69426234281866,986.05895681420566,109.56210631268952,153.38694883776532,3.6520702104229836]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1000,1449.78,0.27400000000000002,5291.16788,17897.482436733779,23188.65031673378,2576.5167018593088,3607.123382603032,3.607123382603032,null,44,1449.78,5.92,244.89527027027026,787.48922721628628,1032.3844974865565,114.70938860961739,160.59314405346433,3.6498441830332804]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"วิ่งขนส่งวัสดุระยะทาง 20 ก.ม.( ขาเดียว)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,45,1449.78,5.7949999999999999,250.17773943054357,805.38670965302003,1055.5644490835637,117.28493878706263,164.19891430188767,3.6488647622641706]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ความเร็วเฉลี่ย ",{"$f":"+C23","v":55},"ก.ม./ ช.ม.",null,null,null,null,null,null,null,null,null,null,null,null,46,1449.78,5.6749999999999998,255.46784140969163,823.28419208975379,1078.7520334994454,119.86133705549393,167.80587187769149,3.6479537364715542]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"20 ก.ม. ใช้เวลาเดินทาง",{"$f":"20*60/T54","v":21.818181818181817},"นาที",null,null,null,null,null,null,null,null,null,null,null,null,47,1449.78,5.56,260.75179856115108,841.18167452648754,1101.9334730876385,122.43705256529317,171.41187359141043,3.6470611402427751]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ดังนั้น เวลาวิ่ง 1 เที่ยว มากกว่าเวลารอ จึงไม่ต้องรอ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,48,1449.78,5.45,266.01467889908258,859.07915696322129,1125.0938358623039,125.01042620692266,175.0145966896917,3.6461374310352439]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"วิ่ง 1 รอบ ไป-กลับ รวมเวลาตักและเท ",{"$f":"+T55*2+T25","v":48.986363636363635},"นาที",null,null,null,null,null,null,null,null,null,null,null,null,49,1449.78,5.3440000000000003,271.29116766467064,876.97663939995516,1148.2678070646257,127.58531189606953,178.61943665449732,3.645294625601986]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1 วันทำงาน 10 ชั่วโมง ดังนั้น วิ่งได้",{"$f":"10*60/T57","v":12.248306578825277},"เที่ยว",null,null,null,null,null,null,null,null,null,null,null,null,50,1449.78,5.242,276.57001144601298,894.87412183668891,1171.4441332827018,130.16045925363355,182.22464295508695,3.6444928591017391]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"เขียนเป็นสูตรๆสำเร็จรูปดังนี้",null,null,null,null,null,null,null,null,null,null,null,null,null,null,51,1449.78,5.1440000000000001,281.83903576982891,912.77160427342267,1194.6106400432516,132.73451556036127,185.82832178450576,3.643692584009917]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"จำนวนเที่ยวต่อวัน =                                  ชั่วโมงทำงานต่อวัน x 60 นาที",null,null,null,null,null,null,null,null,null,null,null,null,null,null,52,1449.78,5.05,287.08514851485148,930.66908671015642,1217.754235225008,135.306026136112,189.42843659055677,3.6428545498183995]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"                           (เวลาตักและเท)+2(60นาที / ความเร็วเฉลี่ย) x ระยะทางขาเดียว",null,null,null,null,null,null,null,null,null,null,null,null,null,null,53,1449.78,4.9589999999999996,292.35329703569272,948.56656914689029,1240.9198661825831,137.87998513139812,193.03197918395736,3.6421128147916484]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,54,1449.78,4.8710000000000004,297.63498254978441,966.46405158362404,1264.0990341334084,140.45544823704537,196.6376275318635,3.6414375468863613]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,55,1449.78,4.7859999999999996,302.92101964061851,984.36153402035779,1287.2825536609762,143.03139485121957,200.24395279170739,3.640799141667407]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"หมายเหตุ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,56,1449.78,4.7039999999999997,308.20153061224494,1002.2590164570915,1310.4605470693364,145.60672745214848,203.84941843300786,3.6401681863037116]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ช่วงระยะขนส่งที่ต้องใช้เวลาเดินทาง 1 เที่ยว (ไป-กลับ) ใกล้เคียงกับเวลารอตัก",null,null,null,null,null,null,null,null,null,null,null,null,null,null,57,1449.78,4.625,313.46594594594592,1020.1564988938253,1333.6224448397711,148.18027164886345,207.45238030840883,3.6395154440071726]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"และเท การใช้สูตรหาจำนวนเที่ยวต้องลองทั้งสูตร เพื่อให้ได้ค่าขนส่งที่ต่อเนื่อง",null,null,null,null,null,null,null,null,null,null,null,null,null,null,58,1449.78,4.5490000000000004,318.70301165091223,1038.0539813305591,1356.7569929814713,150.75077699794124,211.05108779711773,3.6388118585709952]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ไม่กระโดดหรือมากขึ้นกว่าระยะขนส่งก่อนหน้าช่วงนั้น",null,null,null,null,null,null,null,null,null,null,null,null,null,null,59,1449.78,4.4749999999999996,323.97318435754192,1055.9514637672928,1379.9246481248347,153.32496090275941,214.65494526386317,3.6382194112519182]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,60,1449.78,4.4029999999999996,329.27095162389281,1073.8489462040268,1403.1198978279197,155.90221086976885,218.26309521767638,3.6377182536279395]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"สำหรับรถบรรทุก 6 ล้อ รถบรรทุก 10 ล้อ + รถลากพ่วง ก็ใช้หลักเกณฑ์เดียวกัน",null,null,null,null,null,null,null,null,null,null,null,null,null,null,61,1449.78,4.3330000000000002,334.5903531040849,1091.7464286407605,1426.3367817448454,158.48186463831615,221.87461049364259,3.6372886966170919]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"เพียงแต่ระยะเวลาที่ใช้ตักและเท ต่างกัน ตามความจุของกะบะบรรทุก ดังนี้",null,null,null,null,null,null,null,null,null,null,null,null,null,null,62,1449.78,4.266,339.84528832630099,1109.6439110774943,1449.4891994037953,161.05435548931058,225.4760976850348,3.6367112529844321]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"รถบรรทุก 10 ล้อ + รถลากพ่วง เวลาตักใส่บรรทุก",7,"นาที/ต่อคัน",null,null,null,null,null,null,null,null,null,null,null,null,63,1449.78,4.2009999999999996,345.10354677457752,1127.541393514228,1472.6449402888056,163.62721558764508,229.0781018227031,3.6361603463921126]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"เวลาเทลงกอง",5,"นาที/ต่อคัน",null,null,null,null,null,null,null,null,null,null,null,null,64,1449.78,4.1379999999999999,350.35766070565489,1145.4388759509618,1495.7965366566168,166.19961518406853,232.67946125769592,3.6356165821514987]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"รถบรรทุก 6 ล้อ เวลาตักใส่บรรทุก",{"$f":"+T21+T22","v":3.35},"นาที/ต่อคัน",null,null,null,null,null,null,null,null,null,null,null,null,65,{"$f":"ROUND($O$30,2)","v":1449.78},4.0759999999999996,{"$f":"+AI73/AJ73","v":355.68694798822378},{"$f":"+$O$42*AH73","v":1163.3363583876956},{"$f":"+AK73+AL73","v":1519.0233063759192},{"$f":"+AM73/$J$21","v":168.78036737510214},{"$f":"+AN73*1.4","v":236.29251432514297},{"$f":"+AO73/AH73","v":3.6352694511560459}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"เวลาเทลงกอง",2,"นาที/ต่อคัน",null,null,null,null,null,null,null,null,null,null,null,null,66,1449.78,4.0170000000000003,360.91112770724419,1181.2338408244293,1542.1449685316734,171.3494409479637,239.88921732714917,3.6346851110174114]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,67,1449.78,3.9590000000000001,366.19853498358168,1199.1313232611631,1565.3298582447446,173.92553980497163,243.49575572696028,3.6342650108501533]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,69,1449.78,3.8479999999999999,376.76195426195426,1234.9262881346308,1611.6882423965851,179.07647137739835,250.70705992835767,3.6334356511356183]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,72,1449.78,{"$f":"ROUNDDOWN(IF(2*AH80>2*4,10*60/(AH80*2/$C$23*60+$T$25),10*60/(+$T$25*5-AH80*60/$C$23)),3)","v":3.6930000000000001},392.57514216084485,1288.6187354448321,1681.1938776056768,186.7993197339641,261.5190476275497,3.6322089948270793]
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[]
["อ่านก่อนใช้งาน",null,"การจัดทำตารางคำนวณนี้ มีจุดประสงค์เพื่ออำนวยความสะดวกแก่ผู้ใช้งาน",null,null,null,null,null,null,null,null,"การปรับปรุง","ผมมีความยินดีเป็นอย่างยิ่งที่ได้รับการประสานจากผู้จัดทำตารางการคำนวณ"]
[null,null,"ในการคำนวณหาค่า  Factor F ที่ถูกต้อง  ตามมติ ครม. เมื่อวันที่ 6 กุมภาพันธ์ 2550",null,null,null,null,null,null,null,null,null,"หาค่า Factor F ให้ช่วยทำการปรับปรุงตารางการคำนวณหาค่า Factor F นี้"]
[null,null,"เรื่องเกณฑ์การคำนวณราคากลางงานก่อสร้างของราชการ ฉบับใหม่ ",null,null,null,null,null,null,null,null,null,"ทั้งนี้ สืบเนื่องมาจากมติ ครม. เมื่อวันที่ 13 มีนาคม  2555 เรื่องเกณฑ์การ"]
[null,null,"โดยตารางการคำนวณ ค่า Factor F นี้ สามารถปรับเปลี่ยน เงื่อนไข ส่วนประกอบ",null,null,null,null,null,null,null,null,null,"คำนวณราคากลางงานก่อสร้างของทางราชการ ฉบับใหม่ ได้ปรับปรุงและ"]
[null,null,"ของค่า Factor F ได้ตามข้อเท็จจริงของแต่ละโครงการ ตลอดถึงสถานที่ และห้วงเวลา",null,null,null,null,null,null,null,null,null,"เพิ่มเติมรายละเอียดในหลายๆ ด้าน และที่สำคัญคือได้เพิ่ม ตาราง Factor F"]
[null,null,null,null,null,null,null,null,null,null,null,null,"งานก่อสร้างชลประทานเพิ่มเติมเข้ามาด้วย จึงมีความจำเป็นอย่างยิ่ง ที่จะต้อง"]
[null,null,"ตารางคำนวณค่า Factor F F2550 V.2.0 นี้เป็นเวอร์ชั่นที่ปรับปรุงจากรุ่น V.1.0 นะครับ",null,null,null,null,null,null,null,null,null,"ปรับปรุงตารางคำนวณนี้ให้ทันสมัยตามด้วย ซึ่งมีรายละเอียดการปรับปรุง"]
[null,null,"ผมได้ทำการปรับปรุง เมื่อวันที่ 18 มีนาคม 2552",null,null,null,null,null,null,null,null,null,"ดังนี้"]
[null,null,"เนื่องจาก กรมบัญชีกลางได้แจ้งเวียนอัตราดอกเบี้ยเงินกู้ ใหม่เปลี่ยนจาก 7% เป็น 6% ",null,null,null,null,null,null,null,null,null,"  ","1.เพิ่มเติมตาราง Factor F งานก่อสร้างชลประทาน"]
[null,null,"ตามหนังสือด่วนที่สุดที่ กค 0421.5/ว 20 ลว. 13 มีนาคม 2552 ",null,null,null,null,null,null,null,null,null,null,"2.เพิ่มรายการคำนวณเทียบหาอัตราส่วนเพื่อหาค่า Factor F"]
[null,null,"โปรแกรมนี้ สามารถคำนวณ ค่า Factor F ที่ตัวแปรอัตราดอกเบี้ยเงินกู้",null,null,null,null,null,null,null,null,null,"กรณีค่างานต้นทุนอยู่ระหว่างช่วงของค่างานต้นทุนที่กำหนด โดยแสดง"]
[null,null,"เท่ากับ 6%  7% และ 8% เท่านั้นนะครับ หากดอกเบี้ย เงินกู้ ต่ำ หรือ สูงกว่านี้",null,null,null,null,null,null,null,null,null,"สูตร วิธีการคำนวณ ซึ่งสามารถพิมพ์เป็นเอกสาร ประกอบรายละเอียด"]
[null,null,"ผมจะปรับปรุงและแจ้งให้เพื่อนๆ ทราบอีกครับ ในเว็บ โยธาไทย นะครับ",null,null,null,null,null,null,null,null,null,"การคำนวณราคากลางฯ ได้ด้วย"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"3.ปรับปรุงตาราง Factor F ของค่างานทุกประเภทให้สวยงาม"]
[null,null,"ผู้จัดทำ สละเวลาจัดทำขึ้น เพื่อจุดมุ่งหมายในการสรรค์สร้าง และพัฒนาชาติเป็นสำคัญ",null,null,null,null,null,null,null,null,null,"ใช้งานสะดวกยิ่งขึ้น และสามารถพิมพ์เป็นเอกสาร ประกอบรายละเอียด"]
[null,null,"จึงมุ่งหมายที่จะให้ มีการใช้งานอย่างแพร่หลาย  การนำไปแก้ไขเพื่อใช้งานและ ",null,null,null,null,null,null,null,null,null,"การคำนวณราคากลางฯ ได้เช่นกัน"]
[null,null,"การพัฒนาต่อยอด จึงสามารถกระทำได้ โดยทันที  ทั้งนี้ ได้ตั้งค่าการป้องกันแผ่นงาน "]
[null,null,"ไว้เพื่อป้องกันการแก้ไข โดยไม่ตั้งใจ  รหัสผ่านเพื่อยกเลิกการป้องกันแผ่นงานคือ",null,null,null,null,null,null,null,null,null,"ขอขอบคุณโยธาไทยที่ให้การสนับสนุนการจัดทำในครั้งนี้ และที่สำคัญ"]
[null,null,"yotathai","ครับ",null,null,null,null,null,null,null,null,"ขอขอบคุณพี่อภิสิทธิ์ มากสุวรรณ(ช่างถึก) ผู้จัดทำตารางคำนวณนี้"]
[null,null,null,null,null,null,null,null,null,null,null,null,"ที่ให้โอกาสในการปรับปรุงและร่วมสร้างสรรค์สิ่งดีๆ เสมอมา "]
[null,null,"หากประสงค์จะติดต่อผู้จัดทำตารางคำนวณ  ติดต่อได้ดังนี้"]
[null,null,null,"1. ทาง Email : yotathai@gmail.com",null,null,null,null,null,null,null,null,null,null,null,"ธราเทพ  ทองเบ้า"]
[null,null,null,"2. ทาง MSN : mapisith@hotmail.com",null,null,null,null,null,null,null,null,null,null,null,"ang_nobita@hotmail.com"]
[null,null,null,"3. Web site : http://www.yotathai.net",null,null,null,null,null,null,null,null,null,null,null,"t.tharatep@gmail.com"]
[null,null,null,"5. ทางโทรศัพท์ 084-7508118  โทรได้เฉพาะวันและเวลาราชการ"]
[null,null,null,"โทรศัพท์นอกเวลาราชการ ขอใด้โปรดหลีกเลี่ยง"]
[]
[null,null,null,null,"นายอภิสิทธิ์  มากสุวรรณ (ช่างถึก)",null,null,null,null,null,null,"www.yotathai.net"]
[null,null,null,null,null,null,null,null,null,null,null,"http://www.facebook.com/yotathai.net"]
[]
[]
["สวัสดีครับ...."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ปรับปรุงเมื่อ 25 เมษายน 2555"]

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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factor F_2555"]
[null,null,null,null,null,null,null,null,null,null,"ตารางคำนวณหาค่า Factor F งานก่อสร้างอาคาร"]
[]
[null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุน",null,1500000,null,"บาท"]
[null,null,null,null,null,null,null,null,null,null,null,"ค่าFactor F",null,{"$f":"IF(N4=0,0,IF(N4<=1000000,P16,IF(N4=500000000,P38,IF(N4>500000000,P39,U11))))","v":1.2714000000000001},null,null,null,null,null,null,"FactorF"]
[null,null,null,"www.yotathai.net",null,null,null,null,null,null,null,"ค่างานรวมค่า Factor F",null,{"$f":"ROUND((N5*N4),2)","v":1907100},null,"บาท",null,null,"ค่างาน(ล้านบาท)",{"$f":"N4/1000000","v":1.5}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานต่ำกว่า",{"$f":"VLOOKUP(T6,D17:D38,1)","v":1},{"$f":"VLOOKUP(T7,$D$17:$P$38,13,FALSE)","v":1.2726}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ตำแหน่งค่าต่ำ",{"$f":"MATCH(T7,D17:D38)","v":1}]
[null,null,null,"ตาราง Factor F งานก่อสร้างอาคาร",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ตำแหน่งค่าสูง",{"$f":"T8+1","v":2}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ค่างานสูงกว่า",{"$f":"INDEX(D17:D38,T9)","v":2},{"$f":"VLOOKUP(T10,$D$17:$P$38,13,FALSE)","v":1.2701}]
[null,null,null,"    เงินล่วงหน้าจ่าย",null,null,null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!$AB$29","v":0},"%","ดอกเบี้ยเงินกู้",null,{"$f":"ข้อมูลเริ่มต้น!$AJ$29","v":7},"%",null,null,"ค่าFactor F ที่ได้",null,{"$f":"ROUND((U7-((U7-U10)*(T6-T7)/(T10-T7))),4)","v":1.2714000000000001}]
[null,null,null,"    เงินประกันผลงานหัก",null,null,null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!$AF$29","v":0},"%","ค่าภาษีมูลค่าเพิ่ม (VAT)",null,{"$f":"ข้อมูลเริ่มต้น!$AN$29","v":7},"%",null,null,0,5,7]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,5,6,10]
[null,null,null,"ค่างาน(ทุน)\nล้านบาท","ค่าใช้จ่ายในการดำเนินงานก่อสร้าง (%)",null,null,null,null,null,null,null,null,"รวมในรูป\nFactor","ภาษีมูลค่าเพิ่ม\n(VAT)","Factor F",null,null,10,7]
[null,null,null,null,"ค่า\nอำนวยการ","ระยะเวลา\nก่อสร้าง","ระยะเวลา\nเบิกจ่ายเงิน","เงิน\nจ่ายล่วงหน้า","เงิน\nประกันผลงาน","ดอกเบี้ย\nเงินกู้","ค่า\nดอกเบี้ย","ค่า\nกำไร","รวม\nค่าใช้จ่าย",null,null,null,null,null,15,8]
[null,null,null," ≤     0.5",12.266,6,3,{"$f":"$K$11","v":0},{"$f":"$K$12","v":0},{"$f":"$O$11","v":7},{"$f":"(-1)*(J16/12)*((I16/100)+((F16+G16-1)*(H16/100))-(((H16+I16)/100)*((F16+1)/2))-(G16-1))","v":1.1666666666666667},5.5,{"$f":"E16+K16+L16","v":18.932666666666666},{"$f":"1+(M16/100)","v":1.1893266666666666},{"$f":"1+($O$12/100)","v":1.07},{"$f":"ROUND(N16*O16,4)","v":1.2726},null,null,null,9]
[null,null,null,1,12.266,6,3,{"$f":"$K$11","v":0},{"$f":"$K$12","v":0},{"$f":"$O$11","v":7},{"$f":"(-1)*(J17/12)*((I17/100)+((F17+G17-1)*(H17/100))-(((H17+I17)/100)*((F17+1)/2))-(G17-1))","v":1.1666666666666667},5.5,{"$f":"E17+K17+L17","v":18.932666666666666},{"$f":"1+(M17/100)","v":1.1893266666666666},{"$f":"1+($O$12/100)","v":1.07},{"$f":"ROUND(N17*O17,4)","v":1.2726},null,null,null,10]
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[null,null,null,5,11.94,12,3,0,0,7,1.1666666666666667,5.5,18.606666666666666,1.1860666666666666,1.07,1.2690999999999999]
[null,null,null,10,11.7523,15,3,0,0,7,1.1666666666666667,5,17.918966666666666,1.1791896666666666,1.07,1.2617]
[null,null,null,15,8.1312999999999995,15,3,0,0,7,1.1666666666666667,5,14.297966666666666,1.1429796666666667,1.07,1.2230000000000001]
[null,null,null,20,8.1222999999999992,16,3,0,0,7,1.1666666666666667,5,14.288966666666665,1.1428896666666666,1.07,1.2229000000000001]
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[null,null,null,30,7.4490999999999996,17,3,0,0,7,1.1666666666666667,4.5,13.115766666666666,1.1311576666666667,1.07,1.2102999999999999]
[null,null,null,40,7.2249999999999996,17,3,0,0,7,1.1666666666666667,4.5,12.891666666666666,1.1289166666666666,1.07,1.2079]
[null,null,null,50,7.2202000000000002,18,3,0,0,7,1.1666666666666667,4.5,12.886866666666666,1.1288686666666667,1.07,1.2079]
[null,null,null,60,6.7961,18,3,0,0,7,1.1666666666666667,4,11.962766666666667,1.1196276666666667,1.07,1.198]
[null,null,null,70,6.7758000000000003,20,3,0,0,7,1.1666666666666667,4,11.942466666666668,1.1194246666666667,1.07,1.1978]
[null,null,null,80,6.7758000000000003,20,3,0,0,7,1.1666666666666667,4,11.942466666666668,1.1194246666666667,1.07,1.1978]
[null,null,null,90,6.5411999999999999,20,3,0,0,7,1.1666666666666667,4,11.707866666666668,1.1170786666666668,1.07,1.1953]
[null,null,null,100,6.5411999999999999,20,3,0,0,7,1.1666666666666667,4,11.707866666666668,1.1170786666666668,1.07,1.1953]
[null,null,null,150,6.5330000000000004,22,3,0,0,7,1.1666666666666667,4,11.699666666666667,1.1169966666666666,1.07,1.1952]
[null,null,null,200,6.5224000000000002,24,3,0,0,7,1.1666666666666667,4,11.689066666666667,1.1168906666666667,1.07,1.1951000000000001]
[null,null,null,250,6.2710999999999997,28,3,0,0,7,1.1666666666666667,4,11.437766666666667,1.1143776666666667,1.07,1.1923999999999999]
[null,null,null,300,6.2679,30,3,0,0,7,1.1666666666666667,3.5,10.934566666666667,1.1093456666666666,1.07,1.1870000000000001]
[null,null,null,350,6.1909000000000001,32,3,0,0,7,1.1666666666666667,3.5,10.857566666666667,1.1085756666666666,1.07,1.1861999999999999]
[null,null,null,400,6.1657999999999999,36,3,0,0,7,1.1666666666666667,3.5,10.832466666666667,1.1083246666666666,1.07,1.1859]
[null,null,null,500,6.1657999999999999,36,3,0,0,7,1.1666666666666667,3.5,10.832466666666667,1.1083246666666666,1.07,1.1859]
[null,null,null,">   500",5.5503,40,3,0,0,7,1.1666666666666667,3.5,10.216966666666668,1.1021696666666667,1.07,1.1793]
[null,null,null,"หมายเหตุ","1.กรณีค่างานอยู่ระหว่างช่วงของค่างานต้นทุนที่กำหนด ให้เทียบอัตราส่วนเพื่อหาค่า Factor F หรือใช้สูตรคำนวณ"]
[null,null,null,null,"2.ถ้าเป็นงานเงินกู้หรือจากแหล่งอื่นซึ่งไม่ต้องชำระค่าภาษีมูลค่าเพิ่ม ให้ใช้ Factor F ในช่อง \"รวมในรูป Factor\""]

{"sheet":"F_ทาง","index":34,"n_rows":54,"n_cols":30,"rows_kept":54,"cut":false,"hidden":false,"merged":[[13,3,14,3],[13,4,13,12],[13,13,14,13],[13,14,14,14],[1,10,1,23],[3,12,3,13],[3,15,3,22],[4,12,4,13],[13,19,14,19],[13,20,14,20],[13,22,14,22],[13,23,14,23],[7,3,7,15],[8,3,8,23],[5,3,5,4],[5,12,5,13],[13,15,14,15],[13,16,14,16],[13,17,14,17],[13,18,14,18]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"[16]F_อาคาร!P1","v":"Factor F_2555"}]
[null,null,null,null,null,null,null,null,null,null,"ตารางคำนวณหาค่า Factor F งานก่อสร้างทาง"]
[]
[null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุน",null,{"$f":"IF(ข้อมูลเริ่มต้น!$V$8=1,แบบสรุปราคาแอสฟัลต์!$L$62+แบบสรุปราคาแอสฟัลต์!$L$63,IF(ข้อมูลเริ่มต้น!$V$8=2,'แบบสรุปราคา คสล.'!$L$62+'แบบสรุปราคา คสล.'!$L$63,IF(ข้อมูลเริ่มต้น!$V$8=3,'แบบสรุปราคาลุกรัง บดอัด '!$L$58+'แบบสรุปราคาลุกรัง บดอัด '!$L$59,IF(ข้อมูลเริ่มต้น!$V$8=4,'แบบสรุปราคาลุกรัง ปรับเกลี่ย'!$L$58+'แบบสรุปราคาลุกรัง ปรับเกลี่ย'!$L$59))))","v":12607482.359999999},null,"บาท","พื้นที่ฝนชุก"]
[null,null,null,null,null,null,null,null,null,null,"ค่าFactor F",null,{"$f":"IF(W6=1,IF(M4=0,0,IF(M4<=5000000,W16,IF(M4>=500000000,W52,AB21))),IF(W6=2,IF(M4=0,0,IF(M4<=5000000,X16,IF(M4>=500000000,X52,AB21))),IF(M4=0,0,IF(M4<=5000000,P16,IF(M4>=500000000,P52,AB21)))))","v":1.2797000000000001},null,null,"จังหวัด",null,null,null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!$W$44","v":"อื่นๆ"}]
[null,null,null,"www.yotathai.net",null,null,null,null,null,null,"ค่างานรวมค่า Factor F",null,{"$f":"ROUND((M5*M4),2)","v":16133795.18},null,"บาท","ฝนชุก",null,null,null,null,null,null,{"$f":"VLOOKUP(W5,AC17:AD36,2,FALSE)","v":"ปกติ"}]
[]
[]
[null,null,null,"ตาราง Factor F งานก่อสร้างทาง"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=IF($V$6=1,VLOOKUP(Y17,$B$16:$V$50,20,FALSE),IF($V$6=2,VLOOKUP(Y17,$B$16:$V$50,21,FALSE),VLOOKUP(Y17,$B$16:$V$50,13,FALSE)))"]
[null,null,null,"    เงินล่วงหน้าจ่าย",null,null,null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!$AB$29","v":0},"%","ดอกเบี้ยเงินกู้",null,{"$f":"ข้อมูลเริ่มต้น!$AJ$29","v":7},"%",null,null,null,null,null,null,null,null,null,null,null,"=IF($V$6=1,VLOOKUP(Y20,$B$16:$V$50,20,FALSE),IF($V$6=2,VLOOKUP(Y20,$B$16:$V$50,21,FALSE),VLOOKUP(Y20,$B$16:$V$50,13,FALSE)))"]
[null,null,null,"    เงินประกันผลงานหัก",null,null,null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!$AF$29","v":0},"%","ค่าภาษีมูลค่าเพิ่ม (VAT)",null,{"$f":"ข้อมูลเริ่มต้น!$AN$29","v":7},"%"]
[]
[null,null,null,"ค่างาน\n(ทุน)\nล้านบาท","ค่าใช้จ่ายในการดำเนินงานก่อสร้าง (%)",null,null,null,null,null,null,null,null,"รวมในรูป\nFactor","ภาษีมูลค่า เพิ่ม\n(VAT)","Factor F","ค่า อก.ฝนชุก","กระทบ\nเดือน","ค่าอก.เพิ่ม","อัตรา\nดอกเบี้ยเพิ่ม","ค่าความเสี่ยงโครงการเพิ่ม",null,"Factor F\nฝนชุก\n1","Factor F\nฝนชุก\n2"]
[null,null,null,null,"ค่า\nอำนวยการ","ระยะเวลา\nก่อสร้าง","ระยะเวลา\nเบิกจ่ายเงิน","เงิน\nจ่ายล่วงหน้า","เงิน\nประกันผลงาน","ดอกเบี้ย\nเงินกู้","ค่า\nดอกเบี้ย","ค่า\nกำไร","รวม\nค่าใช้จ่าย",null,null,null,null,null,null,null,null,"รวม"]
[null,null,null," ≤     5",18.2361,6,3,{"$f":"$K$11","v":0},{"$f":"$K$12","v":0},{"$f":"$O$11","v":7},{"$f":"(-1)*(J16/12)*((I16/100)+((F16+G16-1)*(H16/100))-(((H16+I16)/100)*((F16+1)/2))-(G16-1))","v":1.1666666666666667},5.5,{"$f":"E16+K16+L16","v":24.902766666666668},{"$f":"1+(M16/100)","v":1.2490276666666666},{"$f":"1+($O$12/100)","v":1.07},{"$f":"ROUND(N16*O16,4)","v":1.3365},18.081199999999999,1,{"$f":"R16/12*Q16*F16/12","v":0.75338333333333329},{"$f":"R16/12*J16","v":0.58333333333333326},0.625,{"$f":"S16+T16+U16","v":1.9617166666666666},{"$f":"ROUND((N16+V16/100)*O16,4)","v":1.3573999999999999},{"$f":"ROUND((N16+2*(V16/100))*O16,4)","v":1.3784000000000001},null,"ค่างาน(ล้านบาท)",{"$f":"M4/1000000","v":12.607482359999999},null,"ฝนชุก"]
[null,null,null,5,18.2361,6,3,{"$f":"$K$11","v":0},{"$f":"$K$12","v":0},{"$f":"$O$11","v":7},{"$f":"(-1)*(J17/12)*((I17/100)+((F17+G17-1)*(H17/100))-(((H17+I17)/100)*((F17+1)/2))-(G17-1))","v":1.1666666666666667},5.5,{"$f":"E17+K17+L17","v":24.902766666666668},{"$f":"1+(M17/100)","v":1.2490276666666666},{"$f":"1+($O$12/100)","v":1.07},{"$f":"ROUND(N17*O17,4)","v":1.3365},18.100000000000001,1,{"$f":"R17/12*Q17*F17/12","v":0.75416666666666676},{"$f":"R17/12*J17","v":0.58333333333333326},0.625,{"$f":"S17+T17+U17","v":1.9624999999999999},{"$f":"ROUND((N17+V17/100)*O17,4)","v":1.3574999999999999},{"$f":"ROUND((N17+2*(V17/100))*O17,4)","v":1.3785000000000001},null,"ค่างานต่ำกว่า",{"$f":"VLOOKUP(AA16,D16:D51,1)","v":10},{"$f":"IF($W$6=1,VLOOKUP(AA17,$D$17:$X$51,20,FALSE),IF($W$6=2,VLOOKUP(AA17,$D$17:$X$51,21,FALSE),VLOOKUP(AA17,$D$17:$X$51,13,FALSE)))","v":1.2916000000000001},"อื่นๆ","ปกติ"]
[null,null,null,10,14.041,9,3,0,0,7,1.1666666666666667,5.5,20.707666666666668,{"$f":"1+(M18/100)","v":1.2070766666666666},1.07,1.2916000000000001,13.847200000000001,1,{"$f":"R18/12*Q18*F18/12","v":0.86544999999999994},{"$f":"R18/12*J18","v":0.58333333333333326},0.625,{"$f":"S18+T18+U18","v":2.0737833333333331},{"$f":"ROUND((N18+V18/100)*O18,4)","v":1.3138000000000001},{"$f":"ROUND((N18+2*(V18/100))*O18,4)","v":1.3360000000000001},null,"ตำแหน่งค่าต่ำ",{"$f":"MATCH(AA17,D16:D51)","v":3},null,"จันทบุรี",1]
[null,null,null,20,9.7858000000000001,12,3,0,0,7,1.1666666666666667,5.5,16.452466666666666,1.1645246666666667,1.07,1.246,9.5602,1,{"$f":"R19/12*Q19*F19/12","v":0.7966833333333333},{"$f":"R19/12*J19","v":0.58333333333333326},0.625,{"$f":"S19+T19+U19","v":2.0050166666666667},{"$f":"ROUND((N19+V19/100)*O19,4)","v":1.2675000000000001},1.2888999999999999,null,"ตำแหน่งค่าสูง",{"$f":"AA18+1","v":4},null,"ชุมพร",1]
[null,null,null,30,6.9081999999999999,12,3,0,0,7,1.1666666666666667,5.5,13.574866666666667,1.1357486666666667,1.07,1.2153,6.6839000000000004,1,{"$f":"R20/12*Q20*F20/12","v":0.55699166666666666},{"$f":"R20/12*J20","v":0.58333333333333326},0.625,{"$f":"S20+T20+U20","v":1.7653249999999998},1.2341,1.2529999999999999,null,"ค่างานสูงกว่า",{"$f":"INDEX(D16:D51,AA19)","v":20},{"$f":"IF($W$6=1,VLOOKUP(AA20,$D$17:$X$51,20,FALSE),IF($W$6=2,VLOOKUP(AA20,$D$17:$X$51,21,FALSE),VLOOKUP(AA20,$D$17:$X$51,13,FALSE)))","v":1.246},"เชียงราย",1]
[null,null,null,40,6.9898999999999996,16,3,0,0,7,1.1666666666666667,5,13.156566666666667,1.1315656666666667,1.07,1.2108000000000001,6.7237999999999998,1,0.7470888888888888,0.58333333333333326,0.625,1.955422222222222,1.2317,1.2525999999999999,null,"ค่าFactor F ที่ได้",null,{"$f":"ROUND((AB17-((AB17-AB20)*(AA16-AA17)/(AA20-AA17))),4)","v":1.2797000000000001},"ตรัง",1]
[null,null,null,50,6.4551999999999996,18,3,0,0,7,1.1666666666666667,5,12.621866666666666,1.1262186666666667,1.07,1.2051000000000001,6.1673999999999998,1,0.77092499999999975,0.58333333333333326,0.625,1.9792583333333331,1.2262,1.2474000000000001,null,0,5,7,"นครพนม",1]
[null,null,null,60,5.5918999999999999,18,3,0,0,7,1.1666666666666667,5,11.758566666666667,1.1175856666666666,1.07,1.1958,5.3029999999999999,1,0.66287499999999999,0.58333333333333326,0.625,1.8712083333333331,1.2158,1.2359,null,5,6,10,"นครศรีธรรมราช",1]
[null,null,null,70,5.4047999999999998,19,3,0,0,7,1.1666666666666667,4.5,11.071466666666666,1.1107146666666667,1.07,1.1884999999999999,5.1070000000000002,1,0.67384027777777777,0.58333333333333326,0.625,1.8821736111111109,1.2085999999999999,1.2286999999999999,null,10,7,null,"ปราจีนบุรี",1]
[null,null,null,80,5.1508000000000003,20,3,0,0,7,1.1666666666666667,4.5,10.817466666666668,1.1081746666666668,1.07,1.1857,4.8426,1,0.67258333333333331,0.58333333333333326,0.625,1.8809166666666666,1.2059,1.226,null,15,8,null,"ปัตตานี",1]
[null,null,null,90,4.7691999999999997,20,3,0,0,7,1.1666666666666667,4.5,10.435866666666666,1.1043586666666667,1.07,1.1817,4.4596999999999998,1,0.61940277777777775,0.58333333333333326,0.625,1.827736111111111,1.2012,1.2208000000000001,null,null,9,null,"พัทลุง",1]
[null,null,null,100,4.4638999999999998,20,3,0,0,7,1.1666666666666667,4.5,10.130566666666667,1.1013056666666667,1.07,1.1783999999999999,4.1555999999999997,1,0.57716666666666649,0.58333333333333326,0.625,1.7854999999999999,1.1975,1.2165999999999999,null,null,10,null,"สงขลา",1]
[null,null,null,110,4.3795000000000002,21,3,0,0,7,1.1666666666666667,4,9.546166666666668,1.0954616666666668,1.07,1.1720999999999999,4.0605000000000002,1,0.59215624999999994,0.58333333333333326,0.625,1.8004895833333332,1.1914,1.2107000000000001,null,null,null,null,"สตูล",1]
[null,null,null,120,4.3158000000000003,22,3,0,0,7,1.1666666666666667,4,9.4824666666666673,1.0948246666666668,1.07,1.1715,3.9862000000000002,1,0.60900277777777778,0.58333333333333326,0.625,1.817336111111111,1.1909000000000001,1.2103999999999999,null,null,null,null,"สุราษฎร์ธานี",1]
[null,null,null,130,4.1220999999999997,22,3,0,0,7,1.1666666666666667,4,9.2887666666666675,1.0928876666666667,1.07,1.1694,3.7932000000000001,1,0.57951666666666668,0.58333333333333326,0.625,1.7878499999999999,1.1884999999999999,1.2076,null,null,null,null,"หนองคาย",1]
[null,null,null,140,3.956,22,3,0,0,7,1.1666666666666667,4,9.1226666666666674,1.0912266666666666,1.07,1.1676,3.6257999999999999,1,0.55394166666666667,0.58333333333333326,0.625,1.7622749999999998,1.1865000000000001,1.2053,null,null,null,null,"ตราด",2]
[null,null,null,150,3.8121,22,3,0,0,7,1.1666666666666667,4,8.978766666666667,1.0897876666666666,1.07,1.1660999999999999,3.4832000000000001,1,0.5321555555555556,0.58333333333333326,0.625,1.7404888888888888,1.1847000000000001,1.2033,null,null,null,null,"นราธิวาส",2]
[null,null,null,160,3.7934000000000001,22,3,0,0,7,1.1666666666666667,4,8.9600666666666662,1.0896006666666667,1.07,1.1658999999999999,3.464,1,0.52922222222222215,0.58333333333333326,0.625,1.7375555555555553,1.1845000000000001,1.2031000000000001,null,null,null,null,"พังงา",2]
[null,null,null,170,3.7057000000000002,22,3,0,0,7,1.1666666666666667,4,8.8723666666666681,1.0887236666666666,1.07,1.1649,3.3761000000000001,1,0.51579305555555555,0.58333333333333326,0.625,1.7241263888888887,1.1834,1.2018,null,null,null,null,"ภูเก็ต",2]
[null,null,null,180,3.6034000000000002,22,3,0,0,7,1.1666666666666667,4,8.7700666666666667,1.0877006666666666,1.07,{"$f":"ROUND(N35*O35,4)","v":1.1637999999999999},3.2745000000000002,1,0.50027083333333333,0.58333333333333326,0.625,1.7086041666666665,1.1820999999999999,1.2003999999999999,null,null,null,null,"ยะลา",2]
[null,null,null,190,3.6301000000000001,23,3,0,0,7,1.1666666666666667,3.5,8.2967666666666666,1.0829676666666668,1.07,{"$f":"ROUND(N36*O36,4)","v":1.1588000000000001},3.2907000000000002,1,0.52559791666666666,0.58333333333333326,0.625,1.7339312499999999,1.1773,1.1959,null,null,null,null,"ระนอง",2]
[null,null,null,200,3.544,23,3,0,0,7,1.1666666666666667,3.5,8.2106666666666666,1.0821066666666668,1.07,{"$f":"ROUND(N37*O37,4)","v":1.1578999999999999},3.2044999999999999,1,0.51182986111111106,0.58333333333333326,0.625,1.7201631944444444,1.1762999999999999,1.1947000000000001,null,null,null,null,"ลาว",3]
[null,null,null,210,3.4660000000000002,23,3,0,0,7,1.1666666666666667,3.5,8.1326666666666672,1.0813266666666668,1.07,1.157,3.1263999999999998,1,0.4993555555555555,0.58333333333333326,0.625,1.7076888888888888,1.1753,1.1936]
[null,null,null,220,3.3950999999999998,23,3,0,0,7,1.1666666666666667,3.5,8.0617666666666672,1.0806176666666667,1.07,1.1563000000000001,3.0558000000000001,1,0.48807916666666662,0.58333333333333326,0.625,1.6964124999999999,1.1744000000000001,1.1926000000000001]
[null,null,null,230,3.3304,23,3,0,0,7,1.1666666666666667,3.5,7.997066666666667,1.0799706666666666,1.07,1.1556,2.9906999999999999,1,0.47768125,0.58333333333333326,0.625,1.6860145833333333,1.1736,1.1916]
[null,null,null,240,3.2711000000000001,23,3,0,0,7,1.1666666666666667,3.5,7.9377666666666666,1.0793776666666666,1.07,1.1549,2.9310999999999998,1,0.46816180555555548,0.58333333333333326,0.625,1.6764951388888887,1.1729000000000001,1.1908000000000001]
[null,null,null,250,3.2164999999999999,23,3,0,0,7,1.1666666666666667,3.5,7.8831666666666669,1.0788316666666666,1.07,1.1543000000000001,2.8782999999999999,1,0.45972847222222218,0.58333333333333326,0.625,1.6680618055555554,1.1721999999999999,1.19]
[null,null,null,260,3.1661000000000001,23,3,0,0,7,1.1666666666666667,3.5,7.8327666666666671,1.0783276666666666,1.07,1.1537999999999999,2.8262999999999998,1,0.45142291666666662,0.58333333333333326,0.625,1.6597562499999998,1.1716,1.1893]
[null,null,null,270,3.1194999999999999,23,3,0,0,7,1.1666666666666667,3.5,7.7861666666666665,1.0778616666666667,1.07,1.1533,2.7793000000000001,1,0.44391597222222218,0.58333333333333326,0.625,1.6522493055555554,1.171,1.1887000000000001]
[null,null,null,280,3.0760999999999998,23,3,0,0,7,1.1666666666666667,3.5,7.7427666666666664,1.0774276666666667,1.07,1.1528,2.7357,1,0.4369520833333333,0.58333333333333326,0.625,1.6452854166666666,1.1705000000000001,1.1880999999999999]
[null,null,null,290,3.0358000000000001,23,3,0,0,7,1.1666666666666667,3.5,7.702466666666667,1.0770246666666667,1.07,1.1524000000000001,2.6970000000000001,1,0.43077083333333333,0.58333333333333326,0.625,1.6391041666666666,1.17,1.1875]
[null,null,null,300,2.9982000000000002,23,3,0,0,7,1.1666666666666667,3.5,7.6648666666666667,1.0766486666666666,1.07,1.1519999999999999,2.6587000000000001,1,0.42465347222222222,0.58333333333333326,0.625,1.6329868055555554,1.1695,1.1870000000000001]
[null,null,null,350,2.8896000000000002,24,3,0,0,7,1.1666666666666667,3.5,7.5562666666666667,1.0755626666666667,1.07,1.1509,2.5385,1,0.42308333333333331,0.58333333333333326,0.625,1.6314166666666665,1.1682999999999999,1.1858]
[null,null,null,400,2.6730999999999998,24,3,0,0,7,1.1666666666666667,3.5,7.3397666666666668,1.0733976666666667,1.07,1.1485000000000001,2.3231999999999999,1,0.38719999999999999,0.58333333333333326,0.625,1.5955333333333332,1.1656,1.1827000000000001]
[null,null,null,450,2.5047999999999999,24,3,0,0,7,1.1666666666666667,3.5,7.1714666666666664,1.0717146666666666,1.07,1.1467000000000001,2.1549999999999998,1,0.35916666666666663,0.58333333333333326,0.625,1.5674999999999999,1.1635,1.1802999999999999]
[null,null,null,500,2.3700999999999999,24,3,0,0,7,1.1666666666666667,3.5,7.0367666666666668,1.0703676666666666,1.07,1.1453,2.0213000000000001,1,0.33688333333333337,0.58333333333333326,0.625,1.5452166666666667,1.1617999999999999,1.1783999999999999]
[null,null,null,">  500",2.3700999999999999,24,3,0,0,7,1.1666666666666667,3.5,7.0367666666666668,1.0703676666666666,1.07,1.1453,2.0213000000000001,1,0.33688333333333337,0.58333333333333326,0.625,1.5452166666666667,1.1617999999999999,1.1783999999999999]
[null,null,null,"หมายเหตุ","1.กรณีค่างานอยู่ระหว่างช่วงของค่างานต้นทุนที่กำหนด ให้เทียบอัตราส่วนเพื่อหาค่า Factor F หรือใช้สูตรคำนวณ"]
[null,null,null,null,"2.ถ้าเป็นงานเงินกู้หรือจากแหล่งอื่นซึ่งไม่ต้องชำระค่าภาษีมูลค่าเพิ่ม ให้ใช้ Factor F ในช่อง \"รวมในรูป Factor\""]

{"sheet":"F_ชลประทาน","index":35,"n_rows":59,"n_cols":30,"rows_kept":59,"cut":false,"hidden":false,"merged":[[13,3,14,3],[13,4,13,12],[13,13,14,13],[13,14,14,14],[1,10,1,23],[3,12,3,13],[3,15,3,22],[4,12,4,13],[13,19,14,19],[13,20,14,20],[13,22,14,22],[13,23,14,23],[7,3,7,15],[8,3,8,23],[5,3,5,4],[5,12,5,13],[13,15,14,15],[13,16,14,16],[13,17,14,17],[13,18,14,18]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"[16]F_อาคาร!P1","v":"Factor F_2555"}]
[null,null,null,null,null,null,null,null,null,null,"ตารางคำนวณหาค่า Factor F งานก่อสร้างชลประทาน"]
[]
[null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุน",null,42000000,null,"บาท","พื้นที่ฝนชุก"]
[null,null,null,null,null,null,null,null,null,null,"ค่าFactor F",null,{"$f":"IF(W6=1,IF(M4=0,0,IF(M4<=5000000,W16,IF(M4>=500000000,W52,AB21))),IF(W6=2,IF(M4=0,0,IF(M4<=5000000,X16,IF(M4>=500000000,X52,AB21))),IF(M4=0,0,IF(M4<=5000000,P16,IF(M4>=500000000,P52,AB21)))))","v":1.2124999999999999},null,null,"จังหวัด",null,null,null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!$W$44","v":"อื่นๆ"}]
[null,null,null,"www.yotathai.net",null,null,null,null,null,null,"ค่างานรวมค่า Factor F",null,{"$f":"ROUND((M5*M4),2)","v":50925000},null,"บาท","ฝนชุก",null,null,null,null,null,null,{"$f":"VLOOKUP(W5,AC17:AD36,2,FALSE)","v":"ปกติ"}]
[]
[]
[null,null,null,"ตาราง Factor F งานก่อสร้างชลประทาน"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=IF($V$6=1,VLOOKUP(Y17,$B$16:$V$50,20,FALSE),IF($V$6=2,VLOOKUP(Y17,$B$16:$V$50,21,FALSE),VLOOKUP(Y17,$B$16:$V$50,13,FALSE)))"]
[null,null,null,"    เงินล่วงหน้าจ่าย",null,null,null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!$AB$29","v":0},"%","ดอกเบี้ยเงินกู้",null,{"$f":"ข้อมูลเริ่มต้น!$AJ$29","v":7},"%",null,null,null,null,null,null,null,null,null,null,null,"=IF($V$6=1,VLOOKUP(Y20,$B$16:$V$50,20,FALSE),IF($V$6=2,VLOOKUP(Y20,$B$16:$V$50,21,FALSE),VLOOKUP(Y20,$B$16:$V$50,13,FALSE)))"]
[null,null,null,"    เงินประกันผลงานหัก",null,null,null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!$AF$29","v":0},"%","ค่าภาษีมูลค่าเพิ่ม (VAT)",null,{"$f":"ข้อมูลเริ่มต้น!$AN$29","v":7},"%"]
[]
[null,null,null,"ค่างาน\n(ทุน)\nล้านบาท","ค่าใช้จ่ายในการดำเนินงานก่อสร้าง (%)",null,null,null,null,null,null,null,null,"รวมในรูป\nFactor","ภาษีมูลค่า เพิ่ม\n(VAT)","Factor F","ค่า อก.ฝนชุก","กระทบ\nเดือน","ค่าอก.เพิ่ม","อัตรา\nดอกเบี้ยเพิ่ม","ค่าความเสี่ยงโครงการเพิ่ม",null,"Factor F\nฝนชุก\n1","Factor F\nฝนชุก\n2"]
[null,null,null,null,"ค่า\nอำนวยการ","ระยะเวลา\nก่อสร้าง","ระยะเวลา\nเบิกจ่ายเงิน","เงิน\nจ่ายล่วงหน้า","เงิน\nประกันผลงาน","ดอกเบี้ย\nเงินกู้","ค่า\nดอกเบี้ย","ค่า\nกำไร","รวม\nค่าใช้จ่าย",null,null,null,null,null,null,null,null,"รวม"]
[null,null,null," ≤ 5",17.316400000000002,6,3,{"$f":"$K$11","v":0},{"$f":"$K$12","v":0},{"$f":"$O$11","v":7},{"$f":"(-1)*(J16/12)*((I16/100)+((F16+G16-1)*(H16/100))-(((H16+I16)/100)*((F16+1)/2))-(G16-1))","v":1.1666666666666667},5.5,{"$f":"E16+K16+L16","v":23.983066666666669},{"$f":"1+(M16/100)","v":1.2398306666666667},{"$f":"1+($O$12/100)","v":1.07},{"$f":"ROUND(N16*O16,4)","v":1.3266},17.155000000000001,1,{"$f":"R16/12*Q16*F16/12","v":0.71479166666666671},{"$f":"R16/12*J16","v":0.58333333333333326},0.625,{"$f":"S16+T16+U16","v":1.923125},{"$f":"ROUND((N16+V16/100)*O16,4)","v":1.3472},{"$f":"ROUND((N16+2*(V16/100))*O16,4)","v":1.3677999999999999},null,"ค่างาน(ล้านบาท)",{"$f":"M4/1000000","v":42},null,"ฝนชุก"]
[null,null,null,5,17.316400000000002,6,3,{"$f":"$K$11","v":0},{"$f":"$K$12","v":0},{"$f":"$O$11","v":7},{"$f":"(-1)*(J17/12)*((I17/100)+((F17+G17-1)*(H17/100))-(((H17+I17)/100)*((F17+1)/2))-(G17-1))","v":1.1666666666666667},5.5,{"$f":"E17+K17+L17","v":23.983066666666669},{"$f":"1+(M17/100)","v":1.2398306666666667},{"$f":"1+($O$12/100)","v":1.07},{"$f":"ROUND(N17*O17,4)","v":1.3266},17.155000000000001,1,{"$f":"R17/12*Q17*F17/12","v":0.71479166666666671},{"$f":"R17/12*J17","v":0.58333333333333326},0.625,{"$f":"S17+T17+U17","v":1.923125},{"$f":"ROUND((N17+V17/100)*O17,4)","v":1.3472},{"$f":"ROUND((N17+2*(V17/100))*O17,4)","v":1.3677999999999999},null,"ค่างานต่ำกว่า",{"$f":"VLOOKUP(AA16,D16:D56,1)","v":40},{"$f":"IF($W$6=1,VLOOKUP(AA17,$D$17:$X$56,20,FALSE),IF($W$6=2,VLOOKUP(AA17,$D$17:$X$56,21,FALSE),VLOOKUP(AA17,$D$17:$X$56,13,FALSE)))","v":1.2138},"อื่นๆ","ปกติ"]
[null,null,null,10,12.834300000000001,9,3,0,0,7,{"$f":"(-1)*(J18/12)*((I18/100)+((F18+G18-1)*(H18/100))-(((H18+I18)/100)*((F18+1)/2))-(G18-1))","v":1.1666666666666667},5.5,19.500966666666667,{"$f":"1+(M18/100)","v":1.1950096666666667},1.07,1.2786999999999999,12.64,1,{"$f":"R18/12*Q18*F18/12","v":0.78999999999999992},{"$f":"R18/12*J18","v":0.58333333333333326},0.625,{"$f":"S18+T18+U18","v":1.9983333333333331},{"$f":"ROUND((N18+V18/100)*O18,4)","v":1.3},{"$f":"ROUND((N18+2*(V18/100))*O18,4)","v":1.3213999999999999},null,"ตำแหน่งค่าต่ำ",{"$f":"MATCH(AA17,D16:D56)","v":6},null,"จันทบุรี",1]
[null,null,null,20,9.6068999999999996,12,3,0,0,7,1.1666666666666667,5.5,16.273566666666667,1.1627356666666666,1.07,1.2441,9.3819999999999997,1,{"$f":"R19/12*Q19*F19/12","v":0.78183333333333327},{"$f":"R19/12*J19","v":0.58333333333333326},0.625,{"$f":"S19+T19+U19","v":1.9901666666666666},{"$f":"ROUND((N19+V19/100)*O19,4)","v":1.2654000000000001},1.2867,null,"ตำแหน่งค่าสูง",{"$f":"AA18+1","v":7},null,"ชุมพร",1]
[null,null,null,30,8.1478000000000002,13,3,0,0,7,{"$f":"(-1)*(J20/12)*((I20/100)+((F20+G20-1)*(H20/100))-(((H20+I20)/100)*((F20+1)/2))-(G20-1))","v":1.1666666666666667},5.5,14.814466666666666,1.1481446666666666,1.07,1.2284999999999999,7.9160000000000004,1,{"$f":"R20/12*Q20*F20/12","v":0.71463888888888893},{"$f":"R20/12*J20","v":0.58333333333333326},0.625,{"$f":"S20+T20+U20","v":1.9229722222222221},1.2491000000000001,1.2697000000000001,null,"ค่างานสูงกว่า",{"$f":"INDEX(D16:D56,AA19)","v":50},{"$f":"IF($W$6=1,VLOOKUP(AA20,$D$17:$X$56,20,FALSE),IF($W$6=2,VLOOKUP(AA20,$D$17:$X$56,21,FALSE),VLOOKUP(AA20,$D$17:$X$56,13,FALSE)))","v":1.2074},"เชียงราย",1]
[null,null,null,40,7.2721999999999998,14,3,0,0,7,1.1666666666666667,5,13.438866666666666,1.1343886666666667,1.07,1.2138,7.0259999999999998,1,0.68308333333333326,0.58333333333333326,0.625,1.8914166666666665,1.234,1.2543,null,"ค่าFactor F ที่ได้",null,{"$f":"ROUND((AB17-((AB17-AB20)*(AA16-AA17)/(AA20-AA17))),4)","v":1.2124999999999999},"ตรัง",1]
[null,null,null,50,6.6727999999999996,15,3,0,0,7,1.1666666666666667,5,12.839466666666667,1.1283946666666667,1.07,1.2074,6.4180000000000001,1,0.66854166666666659,0.58333333333333326,0.625,1.8768749999999998,1.2275,1.2475000000000001,null,0,5,7,"นครพนม",1]
[null,null,null,60,6.2195,15,3,0,0,7,1.1666666666666667,5,12.386166666666668,1.1238616666666668,1.07,1.2024999999999999,5.9640000000000004,1,0.62124999999999997,0.58333333333333326,0.625,1.8295833333333333,1.2221,1.2417,null,5,6,10,"นครศรีธรรมราช",1]
[null,null,null,70,5.8756000000000004,16,3,0,0,7,1.1666666666666667,4.5,11.542266666666666,1.1154226666666667,1.07,1.1935,5.609,1,0.62322222222222223,0.58333333333333326,0.625,1.8315555555555556,1.2131000000000001,1.2326999999999999,null,10,7,null,"ปราจีนบุรี",1]
[null,null,null,80,5.5990000000000002,17,3,0,0,7,1.1666666666666667,4.5,11.265666666666668,1.1126566666666666,1.07,1.1904999999999999,5.32,1,0.62805555555555559,0.58333333333333326,0.625,1.8363888888888888,1.2101999999999999,1.2298,null,15,8,null,"ปัตตานี",1]
[null,null,null,90,5.3705999999999996,18,3,0,0,7,1.1666666666666667,4.5,11.037266666666667,1.1103726666666667,1.07,1.1880999999999999,5.0839999999999996,1,0.63549999999999995,0.58333333333333326,0.625,1.8438333333333332,1.2078,1.2276,null,null,9,null,"พัทลุง",1]
[null,null,null,100,5.1677999999999997,18,3,0,0,7,1.1666666666666667,4.5,10.834466666666668,1.1083446666666668,1.07,1.1859,4.88,1,0.61,0.58333333333333326,0.625,1.8183333333333334,1.2054,1.2248000000000001,null,null,10,null,"สงขลา",1]
[null,null,null,110,5.0031999999999996,19,3,0,0,7,1.1666666666666667,4,10.169866666666667,1.1016986666666666,1.07,1.1788000000000001,4.7060000000000004,1,0.62093055555555554,0.58333333333333326,0.625,1.8292638888888888,1.1983999999999999,1.218,null,null,null,null,"สตูล",1]
[null,null,null,120,4.8498999999999999,19,3,0,0,7,1.1666666666666667,4,10.016566666666666,1.1001656666666666,1.07,1.1772,4.5549999999999997,1,0.60100694444444436,0.58333333333333326,0.625,1.8093402777777776,1.1964999999999999,1.2159,null,null,null,null,"สุราษฎร์ธานี",1]
[null,null,null,130,4.7248000000000001,20,3,0,0,7,1.1666666666666667,4,9.8914666666666662,1.0989146666666667,1.07,1.1758,4.4160000000000004,1,0.61333333333333329,0.58333333333333326,0.625,1.8216666666666665,1.1953,1.2148000000000001,null,null,null,null,"หนองคาย",1]
[null,null,null,140,4.6036999999999999,20,3,0,0,7,1.1666666666666667,4,9.7703666666666678,1.0977036666666666,1.07,1.1745000000000001,4.2949999999999999,1,0.59652777777777777,0.58333333333333326,0.625,1.804861111111111,1.1939,1.2132000000000001,null,null,null,null,"ตราด",2]
[null,null,null,150,4.4946000000000002,20,3,0,0,7,1.1666666666666667,4,9.6612666666666662,1.0966126666666667,1.07,1.1734,4.1859999999999999,1,0.58138888888888884,0.58333333333333326,0.625,1.7897222222222222,1.1924999999999999,1.2117,null,null,null,null,"นราธิวาส",2]
[null,null,null,160,4.4061000000000003,21,3,0,0,7,1.1666666666666667,4,9.5727666666666664,1.0957276666666667,1.07,1.1724000000000001,4.0869999999999997,1,0.59602083333333333,0.58333333333333326,0.625,1.8043541666666667,1.1917,1.2110000000000001,null,null,null,null,"พังงา",2]
[null,null,null,170,4.3158000000000003,21,3,0,0,7,1.1666666666666667,4,9.4824666666666673,1.0948246666666668,1.07,1.1715,3.9980000000000002,1,0.58304166666666668,0.58333333333333326,0.625,1.7913749999999999,1.1906000000000001,1.2098,null,null,null,null,"ภูเก็ต",2]
[null,null,null,180,4.2434000000000003,22,3,0,0,7,1.1666666666666667,4,9.4100666666666672,1.0941006666666666,1.07,{"$f":"ROUND(N35*O35,4)","v":1.1707000000000001},3.91,1,0.59736111111111112,0.58333333333333326,0.625,1.8056944444444443,1.19,1.2093,null,null,null,null,"ยะลา",2]
[null,null,null,190,4.1775000000000002,23,3,0,0,7,1.1666666666666667,3.5,8.8441666666666663,1.0884416666666668,1.07,{"$f":"ROUND(N36*O36,4)","v":1.1646000000000001},3.8380000000000001,1,0.61301388888888886,0.58333333333333326,0.625,1.8213472222222222,1.1840999999999999,1.2036,null,null,null,null,"ระนอง",2]
[null,null,null,200,4.1069000000000004,23,3,0,0,7,1.1666666666666667,3.5,8.7735666666666674,1.0877356666666667,1.07,{"$f":"ROUND(N37*O37,4)","v":1.1638999999999999},3.7679999999999998,1,0.60183333333333322,0.58333333333333326,0.625,1.8101666666666665,1.1832,1.2025999999999999,null,null,null,null,"ลาว",3]
[null,null,null,210,4.0411999999999999,23,3,0,0,7,1.1666666666666667,3.5,8.7078666666666678,1.0870786666666667,1.07,1.1632,3.702,1,0.59129166666666666,0.58333333333333326,0.625,1.7996249999999998,1.1823999999999999,1.2017]
[null,null,null,220,3.9903,24,3,0,0,7,1.1666666666666667,3.5,8.6569666666666656,1.0865696666666667,1.07,1.1626000000000001,3.641,1,0.60683333333333334,0.58333333333333326,0.625,1.8151666666666666,1.1820999999999999,1.2015]
[null,null,null,230,3.9329999999999998,24,3,0,0,7,1.1666666666666667,3.5,8.5996666666666677,1.0859966666666667,1.07,1.1619999999999999,3.5819999999999999,1,0.59699999999999998,0.58333333333333326,0.625,1.8053333333333332,1.1813,1.2007000000000001]
[null,null,null,240,3.8896999999999999,25,3,0,0,7,1.1666666666666667,3.5,8.5563666666666656,1.0855636666666666,1.07,1.1616,3.53,1,0.61284722222222221,0.58333333333333326,0.625,1.8211805555555554,1.181,1.2004999999999999]
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[null,null,null,1000,2.7387000000000001,40,3,0,0,7,{"$f":"(-1)*(J56/12)*((I56/100)+((F56+G56-1)*(H56/100))-(((H56+I56)/100)*((F56+1)/2))-(G56-1))","v":1.1666666666666667},3.5,{"$f":"E56+K56+L56","v":7.4053666666666667},{"$f":"1+(M56/100)","v":1.0740536666666667},1.07,{"$f":"ROUND(N56*O56,4)","v":1.1492},-12.178000000000001,1,{"$f":"R56/12*Q56*F56/12","v":-3.3827777777777777},{"$f":"R56/12*J56","v":0.58333333333333326},4.625,{"$f":"S56+T56+U56","v":1.8255555555555558},{"$f":"ROUND((N56+V56/100)*O56,4)","v":1.1688000000000001},{"$f":"ROUND((N56+2*(V56/100))*O56,4)","v":1.1882999999999999}]
[null,null,null,">1,000",2.7387000000000001,40,3,0,0,7,{"$f":"(-1)*(J57/12)*((I57/100)+((F57+G57-1)*(H57/100))-(((H57+I57)/100)*((F57+1)/2))-(G57-1))","v":1.1666666666666667},3.5,{"$f":"E57+K57+L57","v":7.4053666666666667},{"$f":"1+(M57/100)","v":1.0740536666666667},1.07,{"$f":"ROUND(N57*O57,4)","v":1.1492},-15.778,1,{"$f":"R57/12*Q57*F57/12","v":-4.3827777777777781},{"$f":"R57/12*J57","v":0.58333333333333326},5.625,{"$f":"S57+T57+U57","v":1.8255555555555549},{"$f":"ROUND((N57+V57/100)*O57,4)","v":1.1688000000000001},{"$f":"ROUND((N57+2*(V57/100))*O57,4)","v":1.1882999999999999}]
[null,null,null,"หมายเหตุ","1.กรณีค่างานอยู่ระหว่างช่วงของค่างานต้นทุนที่กำหนด ให้เทียบอัตราส่วนเพื่อหาค่า Factor F หรือใช้สูตรคำนวณ"]
[null,null,null,null,"2.ถ้าเป็นงานเงินกู้หรือจากแหล่งอื่นซึ่งไม่ต้องชำระค่าภาษีมูลค่าเพิ่ม ให้ใช้ Factor F ในช่อง \"รวมในรูป Factor\""]

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[null,null,null,null,null,null,null,null,null,null,"ตารางคำนวณหาค่า Factor F งานก่อสร้างสะพานและท่อเหลี่ยม"]
[]
[null,null,null,null,null,null,null,null,null,null,null,"ค่างานต้นทุน",null,{"$f":"IF(ข้อมูลเริ่มต้น!$V$8=1,แบบสรุปราคาแอสฟัลต์!$L$62+แบบสรุปราคาแอสฟัลต์!$L$63,IF(ข้อมูลเริ่มต้น!$V$8=2,'แบบสรุปราคา คสล.'!$L$62+'แบบสรุปราคา คสล.'!$L$63,IF(ข้อมูลเริ่มต้น!$V$8=3,'แบบสรุปราคาลุกรัง บดอัด '!$L$58+'แบบสรุปราคาลุกรัง บดอัด '!$L$59,IF(ข้อมูลเริ่มต้น!$V$8=4,'แบบสรุปราคาลุกรัง ปรับเกลี่ย'!$L$58+'แบบสรุปราคาลุกรัง ปรับเกลี่ย'!$L$59))))","v":12607482.359999999},null,"บาท"]
[null,null,null,null,null,null,null,null,null,null,null,"ค่าFactor F",null,{"$f":"IF(N4=0,0,IF(N4<=5000000,P16,IF(N4>=200000000,P57,U19)))","v":1.2256}]
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[null,null,null,"ตาราง Factor F งานก่อสร้างสะพานและท่อเหลี่ยม"]
[]
[null,null,null,"    เงินล่วงหน้าจ่าย",null,null,null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!$AB$29","v":0},"%","ดอกเบี้ยเงินกู้",null,{"$f":"ข้อมูลเริ่มต้น!$AJ$29","v":7},"%"]
[null,null,null,"    เงินประกันผลงานหัก",null,null,null,null,null,null,{"$f":"ข้อมูลเริ่มต้น!$AF$29","v":0},"%","ค่าภาษีมูลค่าเพิ่ม (VAT)",null,{"$f":"ข้อมูลเริ่มต้น!$AN$29","v":7},"%",null,null,null,null,{"$f":"IF(T14=T15,0,1)","v":1}]
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[null,null,null,"ค่างาน\n(ทุน)\nล้านบาท","ค่าใช้จ่ายในการดำเนินงานก่อสร้าง (%)",null,null,null,null,null,null,null,null,"รวมในรูป\nFactor","ภาษีมูลค่าเพิ่ม\n(VAT)","Factor F",null,null,"ค่างาน(ล้านบาท)",{"$f":"N4/1000000","v":12.607482359999999}]
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[null,null,null,"   ≤      5",10.2393,6,3,{"$f":"$K$11","v":0},{"$f":"$K$12","v":0},{"$f":"$O$11","v":7},{"$f":"(-1)*(J16/12)*((I16/100)+((F16+G16-1)*(H16/100))-(((H16+I16)/100)*((F16+1)/2))-(G16-1))","v":1.1666666666666667},5.5,{"$f":"E16+K16+L16","v":16.905966666666664},{"$f":"1+(M16/100)","v":1.1690596666666666},{"$f":"1+($O$12/100)","v":1.07},{"$f":"ROUND(N16*O16,4)","v":1.2508999999999999},null,null,"ตำแหน่งค่าต่ำ",{"$f":"MATCH(T15,D17:D56)","v":2}]
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[null,null,null,95,4.0831,21,3,0,0,7,1.1666666666666667,4,9.249766666666666,1.0924976666666666,1.07,1.169]
[null,null,null,100,4.0193000000000003,21,3,0,0,7,1.1666666666666667,4,9.1859666666666673,1.0918596666666667,1.07,1.1682999999999999]
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[null,null,null,125,3.6877,21,3,0,0,7,1.1666666666666667,3.5,8.3543666666666674,1.0835436666666667,1.07,1.1594]
[null,null,null,130,3.5891999999999999,21,3,0,0,7,1.1666666666666667,3.5,8.255866666666666,1.0825586666666667,1.07,1.1583000000000001]
[null,null,null,135,3.4980000000000002,21,3,0,0,7,1.1666666666666667,3.5,8.1646666666666672,1.0816466666666666,1.07,1.1574]
[null,null,null,140,3.4134000000000002,21,3,0,0,7,1.1666666666666667,3.5,8.0800666666666672,1.0808006666666667,1.07,1.1565000000000001]
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[null,null,null,150,3.2608999999999999,21,3,0,0,7,1.1666666666666667,3.5,7.9275666666666664,1.0792756666666667,1.07,1.1548]
[null,null,null,155,3.1920999999999999,21,3,0,0,7,1.1666666666666667,3.5,7.8587666666666669,1.0785876666666667,1.07,1.1540999999999999]
[null,null,null,160,3.1274999999999999,21,3,0,0,7,1.1666666666666667,3.5,7.7941666666666665,1.0779416666666666,1.07,1.1534]
[null,null,null,165,3.0669,21,3,0,0,7,1.1666666666666667,3.5,7.7335666666666665,1.0773356666666667,1.07,1.1527000000000001]
[null,null,null,170,3.0097999999999998,21,3,0,0,7,1.1666666666666667,3.5,7.6764666666666663,1.0767646666666666,1.07,1.1520999999999999]
[null,null,null,175,2.956,21,3,0,0,7,1.1666666666666667,3.5,7.6226666666666665,1.0762266666666667,1.07,1.1516]
[null,null,null,180,2.9051999999999998,21,3,0,0,7,1.1666666666666667,3.5,7.5718666666666667,1.0757186666666667,1.07,1.151]
[null,null,null,185,2.8572000000000002,21,3,0,0,7,1.1666666666666667,3.5,7.5238666666666667,1.0752386666666667,1.07,1.1505000000000001]
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[null,null,null,195,2.7684000000000002,21,3,0,0,7,1.1666666666666667,3.5,7.4350666666666667,1.0743506666666667,1.07,1.1496]
[null,null,null,200,2.7273999999999998,21,3,0,0,7,1.1666666666666667,3.5,7.3940666666666663,1.0739406666666667,1.07,1.1491]
[null,null,null," ≥   200",2.7273999999999998,21,3,0,0,7,1.1666666666666667,3.5,7.3940666666666663,1.0739406666666667,1.07,1.1491]
[null,null,null,"หมายเหตุ","1.กรณีค่างานอยู่ระหว่างช่วงของค่างานต้นทุนที่กำหนด ให้เทียบอัตราส่วนเพื่อหาค่า Factor F หรือใช้สูตรคำนวณ"]
[null,null,null,null,"2.ถ้าเป็นงานเงินกู้หรือจากแหล่งอื่นซึ่งไม่ต้องชำระค่าภาษีมูลค่าเพิ่ม ให้ใช้ Factor F ในช่อง \"รวมในรูป Factor\""]

{"sheet":"รายการคำนวณเทียบค่างานต้นทุน","index":37,"n_rows":23,"n_cols":23,"rows_kept":23,"cut":false,"hidden":true,"merged":[[1,0,1,6],[2,0,2,6],[2,9,2,14],[4,11,4,12]]}
[]
[{"$f":"\"รายการคำนวณเทียบอัตราส่วนเพื่อหา Factor F งานก่อสร้าง\"&IF(W2=1,W3,IF(W2=2,W4,IF(W2=3,W5,W6)))","v":"รายการคำนวณเทียบอัตราส่วนเพื่อหา Factor F งานก่อสร้างทาง"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(L5=\"อาคาร\",1,IF(L5=\"ทาง\",2,IF(L5=\"ชลประทาน\",3,IF(L5=\"สะพานและท่อเหลี่ยม\",4))))","v":2}]
["เนื่องจาก ค่างานต้นทุนอยู่ระหว่างช่วงของค่างานต้นทุนที่กำหนด",null,null,null,null,null,null,null,null,"เลือกประเภทงานที่ต้องการแสดงรายละเอียดการคำนวณ",null,null,null,null,null,null,null,null,null,null,null,null,"อาคาร"]
["สูตร  ค่า Factor F ของค่างานต้นทุน A = D-{(D-E)x(A-B)/(C-B)}",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ทาง"]
[null," โดย ค่างานต้นทุน A ","หมายถึง ค่างานต้นทุนที่ต้องการหาค่า Factor F",null,null,null,null,null,null,null,null,"ทาง",null,null,null,null,null,null,null,null,null,null,"ชลประทาน"]
[null,"B ","หมายถึง ค่างานต้นทุนขั้นต่ำของช่วงค่างานต้นทุน ที่ค่างานต้นทุน",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"สะพานและท่อเหลี่ยม"]
[null,null,"ที่ต้องการหาค่า Factor F (ค่างานต้นทุน A) อยู่"]
[null,"C ","หมายถึง ค่างานต้นทุนขั้นสูงของช่วงค่างานต้นทุน ที่ค่างานต้นทุน",null,null,null,null,null,"ข้อแนะนำ "]
[null,null,"ที่ต้องการหาค่า Factor F (ค่างานต้นทุน A) อยู่",null,null,null,null,null,null,"ผมจัดทำหน้านี้ไว้เพื่ออำนวยความสะดวกสำหรับตรวจสอบและแสดงวิธีการคำนวณ"]
[null,"D ","หมายถึง ค่า Factor F ของค่างานต้นทุนขั้นต่ำของช่วงค่างานต้นทุน",null,null,null,null,null,"กรณีของค่างานต้นทุนอยู่ระหว่างช่วงของค่างานต้นทุนที่กำหนด ซึ่งตามหลักเกณฑ์การคำนวณ"]
[null,null,"ที่ค่างานต้นทุนที่ต้องการหาค่า Factor F (ค่างานต้นทุน A อยู่)",null,null,null,null,null,"ราคากลางฯ กำหนดให้เทียบอัตราส่วนเพื่อหาค่า Factor F หรือใช้สูตรในการคำนวณหาค่า"]
[null,"E ","หมายถึง ค่า Factor F ของค่างานต้นทุนขั้นสูงของช่วงค่างานต้นทุน",null,null,null,null,null,"Factor F ดังที่แสดงไว้ ส่วนค่าของ Factor F ที่ตรงตามค่างานต้นทุนที่กำหนดไว้แล้ว ไม่ต้องใช้"]
[null,null,"ที่ค่างานต้นทุนที่ต้องการหาค่า Factor F (ค่างานต้นทุน A อยู่)",null,null,null,null,null,"หน้านี้ครับ"]
["รายการคำนวณ"]
[null,"ค่างานต้นทุนที่ต้องการหาค่า Factor F",null,null,{"$f":"IF(W2=1,F_อาคาร!N4,IF(W2=2,F_ทาง!M4,IF(W2=3,F_ชลประทาน!M4,IF(W2=4,F_สะพานและท่อเหลี่ยม!N4))))","v":12607482.359999999},"บาท…A",null,null,"แทนค่าในสูตร "]
[null,"ค่างานต้นทุนตัวต่ำกว่า A",null,null,{"$f":"IF(W2=1,F_อาคาร!T7*1000000,IF(W2=2,F_ทาง!AA17*1000000,IF(W2=3,F_ชลประทาน!AA17*1000000,IF(W2=4,F_สะพานและท่อเหลี่ยม!T15*1000000))))","v":10000000},"บาท…B",null,null,"=",{"$f":"FIXED(E18,4)&\" - {(\"&FIXED(E18,4)&\" - \"&FIXED(E19,4)&\") x (\"&FIXED(E15,2)&\" - \"&FIXED(E16,0)&\") / (\"&FIXED(E17,0)&\" - \"&FIXED(E16,0)&\")}\"","v":"1.2916 - {(1.2916 - 1.2460) x (12,607,482.36 - 10,000,000) / (20,000,000 - 10,000,000)}"}]
[null,"ค่างานต้นทุนตัวสูงกว่า A",null,null,{"$f":"IF(W2=1,F_อาคาร!T10*1000000,IF(W2=2,F_ทาง!AA20*1000000,IF(W2=3,F_ชลประทาน!AA20*1000000,IF(W2=4,F_สะพานและท่อเหลี่ยม!T18*1000000))))","v":20000000},"บาท…C",null,null,"จะได้ Factor F ของค่างานต้นทุน A"]
[null,"Factor F ของค่างานต้นทุน B",null,null,{"$f":"IF(W2=1,F_อาคาร!U7,IF(W2=2,F_ทาง!AB17,IF(W2=3,F_ชลประทาน!AB17,IF(W2=4,F_สะพานและท่อเหลี่ยม!U15))))","v":1.2916000000000001},"…D",null,null,"=",{"$f":"E18-((E18-E19)*(E15-E16)/(E17-E16))","v":1.2797098804384002}]
[null,"Factor F ของค่างานต้นทุน C",null,null,{"$f":"IF(W2=1,F_อาคาร!U10,IF(W2=2,F_ทาง!AB20,IF(W2=3,F_ชลประทาน!AB20,IF(W2=4,F_สะพานและท่อเหลี่ยม!U18))))","v":1.246},"…E"]
["แทนค่าในสูตร "]
["=",{"$f":"FIXED(E18,4)&\" - {(\"&FIXED(E18,4)&\" - \"&FIXED(E19,4)&\") x (\"&FIXED(E15,2)&\" - \"&FIXED(E16,0)&\") / (\"&FIXED(E17,0)&\" - \"&FIXED(E16,0)&\")}\"","v":"1.2916 - {(1.2916 - 1.2460) x (12,607,482.36 - 10,000,000) / (20,000,000 - 10,000,000)}"}]
["จะได้ Factor F ของค่างานต้นทุน A"]
["=",{"$f":"E18-((E18-E19)*(E15-E16)/(E17-E16))","v":1.2797098804384002}]

{"sheet":"ปร.4 box","index":38,"n_rows":25,"n_cols":11,"rows_kept":25,"cut":false,"hidden":true,"merged":[[23,0,23,7],[24,0,24,1],[0,0,0,8],[1,4,1,5],[1,7,1,8],[3,0,4,0],[3,1,4,1],[3,2,4,2],[3,3,4,3],[3,4,3,5],[3,6,3,7],[3,8,4,8]]}
["รายการประมาณราคาต่อหน่วยของท่อลอดเหลี่ยม คสล."]
[]
["กม. ที่",{"$f":"ข้อมูลเริ่มต้น!H41","v":100},"ก่อสร้างท่อลอดเหลี่ยม คสล.ขนาด",null,null,{"$f":"ข้อมูลเริ่มต้น!M41","v":"1-1.80x1.80"},"ความยาว",{"$f":"ข้อมูลเริ่มต้น!H42","v":10},"เมตร"]
["ลำดับที่","รายการ","ปริมาณ","หน่วย","ค่าวัสดุ",null,"ค่าแรง",null,"รวมค่าวัสดุและค่าแรง"]
[null,null,null,null,"ต่อหน่วย","รวม","ต่อหน่วย","รวม"]
[1,"งานขุดดิน",{"$f":"ROUNDDOWN(สรุปBOX!$M$3,2)","v":4.5},"ลบ.ม.",0,{"$f":"E6*C6","v":0},{"$f":"ค่างานต้นทุนต่อหน่วย!$P$66","v":37.51},{"$f":"G6*C6","v":168.79499999999999},{"$f":"H6+F6","v":168.79499999999999}]
[2,"งานคอนกรีตหยาบ",{"$f":"ROUNDDOWN(สรุปBOX!$B$3,2)","v":1.97},"ลบ.ม.",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!R58+'ข้อมูลวัสดุ และค่าดำเนินการ'!R59+'ข้อมูลวัสดุ และค่าดำเนินการ'!R60","v":1609.85},{"$f":"E7*C7","v":3171.4044999999996},{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!R61","v":316},{"$f":"G7*C7","v":622.52},{"$f":"H7+F7","v":3793.9244999999996}]
[3,"งานคอนกรีต  ค.2",{"$f":"ROUNDDOWN(1.05*สรุปBOX!$C$3,0)","v":31},"ลบ.ม.",{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!P58+'ข้อมูลวัสดุ และค่าดำเนินการ'!P59+'ข้อมูลวัสดุ และค่าดำเนินการ'!P60","v":1750.98},54280.38,{"$f":"'ข้อมูลวัสดุ และค่าดำเนินการ'!Q61","v":346},10726,65006.38]
[4,"ไม้แบบ (คิด 50%)",{"$f":"$C$15/2","v":83.5},"ตร.ม.",{"$f":"ข้อมูลเริ่มต้น!L80","v":485.98},40579.33,0,0,40579.33]
[null,"ไม้รัดแบบ-เคร่า",{"$f":"ROUNDDOWN(0.3*C9,0)","v":25},"ตร.ม.",{"$f":"ข้อมูลเริ่มต้น!L82","v":532.71},13317.75,0,{"$f":"G10*C10","v":0},{"$f":"H10+F10","v":13317.75}]
[null,"ไม้ค้ำยัน f 3\" x 3.00 ม.",{"$f":"สรุปBOX!$E$3","v":50},"ต้น",{"$f":"ข้อมูลเริ่มต้น!G83","v":30},1500,null,0,1500]
[null,"ไม้ค้ำยัน f 4\" x 3.00 ม.",{"$f":"สรุปBOX!$F$3","v":0},"ต้น",{"$f":"ข้อมูลเริ่มต้น!G84","v":35},0,null,0,0]
[null,"ตะปู",{"$f":"0.25*$C$15","v":41.75},"กก.",{"$f":"ข้อมูลเริ่มต้น!L88","v":40.19},1677.9324999999999,null,0,1677.9324999999999]
[null,"น้ำมันทาแบบ",{"$f":"ROUNDDOWN(0.2*$C$15,0)","v":33},"ลิตร",10,{"$f":"E14*C14","v":330},15,{"$f":"G14*C14","v":495},{"$f":"H14+F14","v":825}]
[null,"ค่าแรงประกอบแบบ",{"$f":"ROUNDDOWN(สรุปBOX!$D$3,0)","v":167},"ตร.ม.",0,0,105,17535,17535,null,{"$f":"I15+I14+I13+I10+I9","v":73935.012499999997}]
[5,"งานเหล็กเสริม",{"$f":"SUM(C17:C22)","v":2545},"กก.",0,0,2,5090,5090]
[null,"RB6",{"$f":"ROUNDDOWN(1.1*สรุปBOX!$K$3,0)","v":29},"กก.",{"$f":"(ข้อมูลเริ่มต้น!L50)/1000","v":27.98556},811.58123999999998,null,0,811.58123999999998]
[null,"RB9",{"$f":"ROUNDDOWN(1.1*สรุปBOX!$L$3,0)","v":657},"กก.",{"$f":"(ข้อมูลเริ่มต้น!L51)/1000","v":28.781009999999998},18909.12357,null,0,18909.12357]
[null,"DB12",{"$f":"ROUNDDOWN(1.1*สรุปBOX!$G$3,0)","v":1338},"กก.",{"$f":"(ข้อมูลเริ่มต้น!L52)/1000","v":28.37584},37966.873919999998,null,0,37966.873919999998]
[null,"DB16",{"$f":"ROUNDDOWN(1.1*สรุปBOX!$H$3,0)","v":521},"กก.",{"$f":"(ข้อมูลเริ่มต้น!L56)/1000","v":26.350919999999999},13728.829319999999,null,0,13728.829319999999]
[null,"DB20",{"$f":"ROUNDDOWN(1.1*สรุปBOX!$I$3,0)","v":0},"กก.",{"$f":"(ข้อมูลเริ่มต้น!L57)/1000","v":27.088429999999999},0,null,0,0]
[null,"DB25",{"$f":"ROUNDDOWN(1.1*สรุปBOX!$J$3,0)","v":0},"กก.",{"$f":"(ข้อมูลเริ่มต้น!L58)/1000","v":27.21048},0,null,0,0]
[6,"ลวดผูกเหล็ก",{"$f":"ROUNDDOWN(25*C16/1000,0)","v":63},"กก.",{"$f":"ข้อมูลเริ่มต้น!L60","v":33.94},2138.2199999999998,null,0,2138.2199999999998]
["รวม",null,null,null,null,null,null,null,{"$f":"SUM(I6:I23)","v":223048.74004999996}]
["…ราคาค่างานต้นทุนท่อลอดเหลี่ยม คสล. ขนาด",null,{"$f":"F3","v":"1-1.80x1.80"},null,"ความยาว",{"$f":"H3","v":10},"เมตร / แห่ง",null,{"$f":"ROUNDDOWN(I24,-1)","v":223040}]

{"sheet":"สรุปBOX","index":39,"n_rows":3,"n_cols":14,"rows_kept":3,"cut":false,"hidden":true,"merged":[]}
[]
["ขนาด","งานคอนกรีตหยาบ","งานคอนกรีต ค.2","ไม้แบบ","ไม้ค้ำยัน f 3\" x 3.00 ม.","ไม้ค้ำยัน f 4\" x 3.00 ม.","งานเหล็กเสริม DB12","งานเหล็กเสริม DB16","งานเหล็กเสริม DB20","งานเหล็กเสริม DB25","งานเหล็กเสริม RB6","งานเหล็กเสริม RB9","งานขุดดิน","dowel DB20 ยาว 0.80 ม."]
[{"$f":"IF(ข้อมูลเริ่มต้น!$H$42>0,สรุปตารางกำแพงbox!A3,0)","v":"1-1.80x1.80"},{"$f":"IF(ข้อมูลเริ่มต้น!$H$42>0,สรุปตารางกำแพงbox!B3+ข้อมูลเริ่มต้น!$H$42*สรุปตารางถอดแบบbox!B3,0)","v":1.9700000000000002},{"$f":"IF(ข้อมูลเริ่มต้น!$H$42>0,สรุปตารางกำแพงbox!C3+ข้อมูลเริ่มต้น!$H$42*สรุปตารางถอดแบบbox!C3,0)","v":29.600999999999999},{"$f":"IF(ข้อมูลเริ่มต้น!$H$42>0,สรุปตารางกำแพงbox!D3+ข้อมูลเริ่มต้น!$H$42*สรุปตารางถอดแบบbox!D3,0)","v":167.57999999999998},{"$f":"IF(ข้อมูลเริ่มต้น!$H$42>0,สรุปตารางกำแพงbox!E3+ข้อมูลเริ่มต้น!$H$42*สรุปตารางถอดแบบbox!E3,0)","v":50},{"$f":"IF(ข้อมูลเริ่มต้น!$H$42>0,สรุปตารางกำแพงbox!F3+ข้อมูลเริ่มต้น!$H$42*สรุปตารางถอดแบบbox!F3,0)","v":0},{"$f":"IF(ข้อมูลเริ่มต้น!$H$42>0,สรุปตารางกำแพงbox!G3+ข้อมูลเริ่มต้น!$H$42*สรุปตารางถอดแบบbox!G3,0)","v":1216.56},{"$f":"IF(ข้อมูลเริ่มต้น!$H$42>0,สรุปตารางกำแพงbox!H3+ข้อมูลเริ่มต้น!$H$42*สรุปตารางถอดแบบbox!H3,0)","v":474},{"$f":"IF(ข้อมูลเริ่มต้น!$H$42>0,สรุปตารางกำแพงbox!I3+ข้อมูลเริ่มต้น!$H$42*สรุปตารางถอดแบบbox!I3,0)","v":0},{"$f":"IF(ข้อมูลเริ่มต้น!$H$42>0,สรุปตารางกำแพงbox!J3+ข้อมูลเริ่มต้น!$H$42*สรุปตารางถอดแบบbox!J3,0)","v":0},{"$f":"IF(ข้อมูลเริ่มต้น!$H$42>0,สรุปตารางกำแพงbox!K3+ข้อมูลเริ่มต้น!$H$42*สรุปตารางถอดแบบbox!K3,0)","v":26.64},{"$f":"IF(ข้อมูลเริ่มต้น!$H$42>0,สรุปตารางกำแพงbox!L3+ข้อมูลเริ่มต้น!$H$42*สรุปตารางถอดแบบbox!L3,0)","v":597.80200000000002},{"$f":"IF(ข้อมูลเริ่มต้น!$H$42>0,สรุปตารางกำแพงbox!M3+ข้อมูลเริ่มต้น!$H$42*สรุปตารางถอดแบบbox!M3,0)","v":4.5},{"$f":"IF(ข้อมูลเริ่มต้น!$H$42>0,สรุปตารางกำแพงbox!N3+ข้อมูลเริ่มต้น!$H$42*สรุปตารางถอดแบบbox!N3,0)","v":44}]

{"sheet":"สรุปตารางกำแพงbox","index":40,"n_rows":27,"n_cols":14,"rows_kept":27,"cut":false,"hidden":true,"merged":[]}
[]
["ขนาด","งานคอนกรีตหยาบ","คอนกรีต ค.2","ไม้แบบ","ไม้ค้ำยัน f 3\" x 3.00 ม.","ไม้ค้ำยัน f 4\" x 3.00 ม.","งานเหล็กเสริม DB12","งานเหล็กเสริม DB16","งานเหล็กเสริม DB20","งานเหล็กเสริม DB25","งานเหล็กเสริม RB6","งานเหล็กเสริม RB9","งานขุดดิน","dowel DB20 ยาว 0.80 ม."]
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["ลำดับที่","ขนาด","งานคอนกรีตหบาบ","คอนกรีต ค.2","ไม้แบบ","ไม้ค้ำยัน f 3\" x 3.00 ม.","ไม้ค้ำยัน f 4\" x 3.00 ม.","งานเหล็กเสริม DB12","งานเหล็กเสริม DB16","งานเหล็กเสริม DB20","งานเหล็กเสริม DB25"]
[1,"1-1.80x1.80",0.115,2.0619999999999998,11,5,0,121.65600000000001,47.4,0,0]
[2,"1-2.10x2.10",0.13,2.363,12.5,5,0,145.63,69.52,0,0]
[3,"1-2.40x2.40",0.14499999999999999,2.665,14,6,0,146.03200000000001,0,75.334999999999994,0]
[4,"1-2.70x2.70",0.16300000000000001,3.1259999999999999,15.326000000000001,7,0,174.36,0,116.09,0]
[5,"1-3.00x3.00",0.18,3.798,17.28,0,7,140.53,144.1,109.67,0]
[6,"1-2.40x1.60",0.14499999999999999,2.2650000000000001,10.8,6,0,165.16800000000001,0,76.569999999999993,0]
[7,"1-3.00x1.80",0.17699999999999999,2.96,12.42,7,0,79.92,128.44999999999999,91.39,0]
[8,"1-4.00x2.50",0.23499999999999999,5.6269999999999998,17.850000000000001,9,0,186.92,189.6,0,192.5]
[9,"2-1.80x1.80",0.222,3.55,17.25,10,0,236.21,90.06,0,0]
[10,"2-2.10x2.10",0.25,4.0999999999999996,18.899999999999999,12,0,245.26,118.5,0,0]
[11,"2-2.40x2.40",0.27800000000000002,4.5999999999999996,21.46,12,0,282,0,148,0]
[12,"2-2.70x2.70",0.311,5.37,23.466999999999999,12,0,292,0,198,0]
[13,"2-3.00x3.00",0.34499999999999997,6.5289999999999999,28,0,14,226.44,216.46,220,0]
[14,"2-2.40x1.60",0.27800000000000002,4.0030000000000001,17.399999999999999,12,0,270.83999999999997,0,148.19999999999999,0]
[15,"2-3.00x1.80",0.34200000000000003,6.84,20.350000000000001,14,0,149.94,231.31,180.31,0]
[16,"2-4.00x2.50",0.45500000000000002,10.132,29,18,0,245,316,0,366]
[17,"2-3.60x3.60",0.41299999999999998,9.3490000000000002,30.05,0,16,215.285,248.66900000000001,336.28500000000003,0]
[17,"3-1.80x1.80",0.32,5.032,23.45,15,0,357,152,0,0]
[18,"3-2.10x2.10",0.36499999999999999,5.7859999999999996,27,15,0,362.3,196,0,0]
[19,"3-2.40x2.40",0.41,6.54,30.46,18,0,428,0,255,0]
[20,"3-2.70x2.70",0.46,7.62,34.159999999999997,18,0,366,0,286.5,0]
[21,"3-3.00x3.00",0.51,9.3000000000000007,38,0,21,272,297,316.2,0]
[22,"3-2.40x1.60",0.41,5.7409999999999997,24.06,18,0,403,0,212.42,0]
[23,"3-3.30x3.30",0.56000000000000005,10.73,41.56,0,24,343.34,347.6,401.13,0]
[24,"ไม่มี",0,0,0,0,0,0,0,0,0]