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[null,null,null,"อ่านตรงนี้ก่อนครับ"]
[null,"โปรแกรมนี้  จัดทำขึ้น  โดย ทีมงานนักบริหารงานช่างรุ่นที่  61 สถาบันพัฒนาบุคลากรท้องถิ่น  กรมส่งเสริมการปกครองท้องถิ่น  กระทรวงมหาดไทย"]
[null,"โดยมีวัตถุประสงค์เพื่อช่วยในการปฏิบัติงานสำหรับหน่วยงานช่าง  ขององค์กรปกครองส่วนท้องถิ่น  การนำไปใช้ต้องพิจารณาและคำนึงถึงแบบรูปรายการ"]
[null,"ลักษณะ  รูปแบบ  ข้อเท็จจริงของงานก่อสร้างด้วย  ตัวโปรแกรมจัดทำขึ้นในลักษณะ Open Source  ผู้ใช้สามารถนำไปปรับแก้ไขได้ตามความเหมาะสม  "]
[null,"ทั้งนี้ การแก้ไขสูตรต่างๆ หรือการปรับใช้งานควรมีพื้นฐานความรู้เกี่ยวกับการใช้งาน Excel พอสมควร หากยังไม่ชำนาญควรปรึกษาผู้มีความรู้ก่อนแก้ไข  "]
[null,"สำหรับโปรแกรมนี้ได้ปรับปรุงค่าขนส่ง ค่าดำเนินการค่าเสื่อมราคาล่าสุดตาม  หนังสือกรมบัญชีกลาง ด่วนที่สุด ที่ กค 0421.5/ว 399 ลงวันที่ 15 ต.ค. 2558"]
[null,"เรียบร้อยแล้วโดยได้รับความร่วมมือจากทีมงานช่วยในการกรอกข้อมูล  จัดทำไว้ที่ราคาน้ำมัน 20 - 45 บาท ทั้งนี้ผู้นำไปใช้ต้องรับผิดชอบตรวจสอบ"]
[null,"ความถูกต้องของข้อมูลและการใช้งาน ให้เป็นไปตามแบบรูปรายการ  ระเบียบ  กฎหมาย  หนังสือสั่งการ  และมติคณะรัฐมนตรีเกี่ยวกับการคำนวณ"]
[null,"ราคากลางงานก่อสร้างของทางราชการด้วย"]
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[null,"ทีมงานนักบริหารงานช่าง  รุ่นที่  61  หวังเป็นอย่างยิ่งว่าโปรแกรมที่จัดทำนี้  จะเป็นเครื่องมือช่วยในการปฏิบัติงานให้แก่ผู้ปฏิบัติงานด้านช่างองค์กร"]
[null,"ปกครองส่วนท้องถิ่นได้เป็นอย่างดี  ทั้งนี้  หากพบข้อผิดพลาดจากการใช้งานโปรดแจ้งที่  e-mail : t.tharatep@gmail.com จะขอบคุณยิ่ง"]
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[null,null,null,"ทีมงานผู้จัดทำ"]
[null,null,1,"นายพิสิฐ  ","คำหวาย","ช่างสิฐ","องค์การบริหารส่วนตำบลบางรักพัฒนา  จังหวัดนนทบุรี"]
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[null,null,null,null,null," -","ความยาวเหล็กต่อท่อน(Tie  bar)",null,null,null,null,null,null,null,"=",0.5,"ม."]
[null,null,null,null,null," -","ขนาดเหล็กเสริม  Tie  bar  (เหล็กข้ออ้อย)",null,null,null,null,null,null,null,"=",12,"มม."]
[null,null,null,null,null," -","ระยะห่าง(Spacing  of  tie  bar)",null,null,null,null,null,null,null,"=",0.5,"ม."]
[null,null,null,null,"3.3.2","รอยต่อเพื่อการขยายตัวหรือรอยต่อตัดขาด(Expansion  Joint)"]
[null,null,null,null,null," -","ความกว้างของรอยต่อ",null,null,null,null,null,null,null,"=",2,"ซม."]
[null,null,null,null,null," -","ความลึกของรอยต่อ",null,null,null,null,null,null,null,"=",2,"ซม."]
[null,null,null,null,null," -","ระยะรอยต่อเพื่อการขยายตัว",null,null,null,null,null,null,null,"=",50,"ม."]
[null,null,null,null,null," -","ความยาวเหล็กต่อท่อน(Dowel  bar)",null,null,null,null,null,null,null,"=",0.5,"ม."]
[null,null,null,null,null," -","ขนาดเหล็กเสริม  Dowel  bar  (เหล็กเส้นกลม)",null,null,null,null,null,null,null,"=",19,"มม."]
[null,null,null,null,null," -","ระยะห่าง(Spacing  of  dowel  bar)",null,null,null,null,null,null,null,"=",0.5,"ม."]
[null,null,null,null,"3.3.3","รอยต่อเพื่อการหดตัว(Contraction  Joint)"]
[null,null,null,null,null," -","ความกว้างของรอยต่อ",null,null,null,null,null,null,null,"=",1,"ซม."]
[null,null,null,null,null," -","ความลึกของรอยต่อ",null,null,null,null,null,null,null,"=",2,"ซม."]
[null,null,null,null,null," -","ระยะรอยต่อเพื่อการหดตัว",null,null,null,null,null,null,null,"=",10,"ม."]
[null,null,null,null,null," -","ความยาวเหล็กต่อท่อน(Dowel  bar)",null,null,null,null,null,null,null,"=",0.5,"ม."]
[null,null,null,null,null," -","ขนาดเหล็กเสริม  Dowel  bar  (เหล็กเส้นกลม)",null,null,null,null,null,null,null,"=",19,"มม."]
[null,null,null,null,null," -","ระยะห่าง(Spacing  of  dowel  bar)",null,null,null,null,null,null,null,"=",0.5,"ม."]
[]
[null,null,null,"4.  ข้อมูลราคากลาง/ประมาณราคา"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"เลขที่คำสั่งในการกำหนดราคากลาง","=","272/2562"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"วันที่ออกคำสั่งในการกำหนดราคากลาง","=","2562-03-29"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"วันที่ประมาณราคา/คำนวณราคากลาง","=","2019-04-29"]
[]
[null,null,null,"5.  ข้อมูลคำนวน Factor F"]
[]
[null,null,null,null,"เงินล่วงหน้าจ่าย",null,null,null,null,null,null,null,null,null,"=",0,"%"]
[null,null,null,null,"เงินประกันผลงานหัก",null,null,null,null,null,null,null,null,null,"=",0,"%"]
[null,null,null,null,"ดอกเบี้ยเงินกู้(MRL)",null,null,null,null,null,null,null,null,null,"=",6,"%"]
[null,null,null,null,"ภาษีมูลค่าเพิ่ม",null,null,null,null,null,null,null,null,null,"=",7,"%"]

{"sheet":"ค่าวัสดุที่แหล่ง","index":2,"n_rows":38,"n_cols":13,"rows_kept":38,"cut":false,"hidden":true,"merged":[[32,6,32,7],[33,6,33,7],[0,0,0,12],[20,0,20,12],[10,6,10,7],[11,6,11,7],[12,6,12,7],[13,6,13,7],[30,6,30,7],[31,6,31,7]]}
["ข้อมูลวัสดุดินที่แหล่ง"]
[]
[null,"ค่าดินที่แหล่ง  แนะนำให้พิจารณาเลือกใช้ราคาที่ต่ำสุดจากแหล่งดังนี้"]
[null,null,"1. ราคาจากสำนักงานดัชนีเศรษฐกิจการค้า สำนักงานปลัดกระทรวงกระทรวงพาณิชย์"]
[null,null,null,"-  ค่าดินถมที่แหล่ง",null,null,null,null,null,"=",6,"บาท/ลบ.ม."]
[]
[null,null,"2. สืบราคาจากผู้ประกอบการซึ่งมีแหล่งดินจำหน่าย"]
[null,null,null,"-  ค่าที่ดินถมที่แหล่ง",null,null,null,null,null,"=",20,"บาท/ลบ.ม."]
[]
[null,null,"3. บ่อยืมดินคิดคำนวณโดยมีหลักเกณฑ์  ดังนี้"]
[null,null,null," - ค่าดินที่แหล่ง     ",null," =","ราคาที่ดิน",null,"(บาท/ไร่)","x",1,"x",1]
[null,null,null,null,null,null,2,null,null,null,1600,null,3]
[null,null,null,null,null," =",0,null,"(บาท/ไร่)","x",1,"x",1]
[null,null,null,null,null,null,2,null,null,null,1600,null,3]
[null,null,null,null,null," =",{"$f":"TRUNC((G13/2)*(1/1600)*(1/3),2)","v":0},"บาท/ลบ.ม."]
[]
[null,"* ราคาที่ดิน เป็นราคาประเมินการจดทะเบียนนิติกรรม จากกรมที่ดิน  ในการคำนวณราคาที่ดินคิดเพียงครึ่งหนึ่ง"]
[null,"** ในการคำนวณคิดขุดเปิดหน้าดินออกหนาเฉลี่ย 0.30 เมตร  โดยขุดบ่อดินลงไปลึก 2.70 เมตร"]
[]
[]
["ข้อมูลวัสดุลูกรังที่แหล่ง"]
[]
[null,"ค่าลูกรังที่แหล่ง  แนะนำให้พิจารณาเลือกใช้ราคาที่ต่ำสุดจากแหล่ง ดังนี้"]
[null,null,"1. ราคาจากสำนักงานดัชนีเศรษฐกิจการค้า สำนักงานปลัดกระทรวงกระทรวงพาณิชย์"]
[null,null,null,"-  ค่าลูกรังที่แหล่ง",null,null,null,null,null,"=",0,"บาท/ลบ.ม."]
[]
[null,null,"2. สืบราคาจากผู้ประกอบการซึ่งมีแหล่งดินจำหน่าย"]
[null,null,null,"-  ค่าที่ลูกรังที่แหล่ง",null,null,null,null,null,"=",15,"บาท/ลบ.ม."]
[]
[null,null,"3. บ่อยืมดินคิดคำนวณโดยมีหลักเกณฑ์  ดังนี้"]
[null,null,null," - ค่าลูกรังที่แหล่ง     ",null," =","ราคาที่ดิน",null,"(บาท/ไร่)","x",1,"x",1]
[null,null,null,null,null,null,2,null,null,null,1600,null,3]
[null,null,null,null,null," =",150000,null,"(บาท/ไร่)","x",1,"x",1]
[null,null,null,null,null,null,2,null,null,null,1600,null,3]
[null,null,null,null,null," =",{"$f":"TRUNC((G33/2)*(1/1600)*(1/3),2)","v":15.62},"บาท/ลบ.ม."]
[]
[null,"* ราคาที่ดิน เป็นราคาประเมินการจดทะเบียนนิติกรรม จากกรมที่ดิน  ในการคำนวณราคาที่ดินคิดเพียงครึ่งหนึ่ง"]
[null,"** ในการคำนวณคิดขุดเปิดหน้าดินออกหนาเฉลี่ย 1.00 เมตร  โดยขุดบ่อดินลงไปลึก 2.50 เมตร"]

{"sheet":"ราคาพานิชย์ 2562","index":3,"n_rows":342,"n_cols":7,"rows_kept":342,"cut":false,"hidden":true,"merged":[[0,0,0,5]]}
["ราคาสินค้าเฉลี่ยวัสดุก่อสร้าง (ราคาเงินสด ไม่รวมภาษีมูลค่าเพิ่ม ไม่รวมค่าขนส่ง) ของจังหวัด สุราษฎร์ธานี เดือนเมษายน ปี 2562"]
[]
["หน้า 1 จากทั้งหมด 1 หน้า "]
["หน้า | 1 |"]
[]
["ราคา : บาท"]
[]
["ลำดับ..","รายการ","หน่วย","เดือนก่อนหน้า","เมษายน","% "]
[1," คอนกรีตผสมเสร็จรูปลูกบาศก์ 180 กก./ตร.ซม. และ รูปทรงกระบอก 140กก./ตร.ซม. ตราซีแพค","ลบ.ม.","2,102.80  ","2,102.80 ","  "]
[2," คอนกรีตผสมเสร็จรูปลูกบาศก์ 210 กก./ตร.ซม. และ รูปทรงกระบอก 180 กก./ตร.ซม. ตราซีแพค","ลบ.ม.","2,196.26  ","2,196.26 ","  "]
[3," คอนกรีตผสมเสร็จรูปลูกบาศก์ 240 กก./ตร.ซม. และรูปทรงกระบอก 210 กก./ตร.ซม. ตราซีแพค","ลบ.ม.","2,289.72  ","2,289.72 ","  "]
[4," คอนกรีตผสมเสร็จรูปลูกบาศก์ 280 กก./ตร.ซม. และ รูปทรงกระบอก 240 กก./ตร.ซม. ตราซีเแพค","ลบ.ม.","2,383.18  ","2,383.18 ","  "]
[5," คอนกรีตผสมเสร็จรูปลูกบาศก์ 320 กก./ตร.ซม. และ รูปทรงกระบอก 280 กก./ตร.ซม. ตราซีแพค","ลบ.ม.","2,476.64  ","2,476.64 ","  "]
[6," คอนกรีตผสมเสร็จรูปลูกบาศก์ 350 กก./ตร.ซม. และ รูปทรงกระบอก 300 กก./ตร.ซม. ตราซีแพค","ลบ.ม.","2,570.09  ","2,570.09 ","  "]
[7," คอนกรีตผสมเสร็จรูปลูกบาศก์ 380 กก./ตร.ซม. และ รูปทรงกระบอก 320 กก./ตร.ซม. ตราซีแพค","ลบ.ม.","2,663.55  ","2,663.55 ","  "]
[8," คอนกรีตผสมเสร็จรูปลูกบาศก์ 400 กก./ตร.ซม. และ รูปทรงกระบอก 350 กก./ตร.ซม. ตราซีแพค","ลบ.ม.","2,757.01  ","2,757.01 ","  "]
[9," คอนกรีตผสมเสร็จรูปลูกบาศก์ 180 กก./ตร.ซม. และรูปทรงกระบอก 140 กก./ตร.ซม. ตรา TPI","ลบ.ม.","1,682.24  ","1,682.24 ","  "]
[10," คอนกรีตผสมเสร็จรูปลูกบาศก์ 210 กก./ตร.ซม. และรูปทรงกระบอก 180 กก./ตร.ซม. ตรา TPI","ลบ.ม.","1,728.97  ","1,728.97 ","  "]
[11," คอนกรีตผสมเสร็จรูปลูกบาศก์ 240 กก./ตร.ซม. และรูปทรงกระบอก 210 กก./ตร.ซม. ตรา TPI","ลบ.ม.","1,775.70  ","1,775.70 ","  "]
[12," คอนกรีตผสมเสร็จรูปลูกบาศก์ 280 กก./ตร.ซม. และรูปทรงกระบอก 240 กก./ตร.ซม. ตรา TPI","ลบ.ม.","1,822.43  ","1,822.43 ","  "]
[13," คอนกรีตผสมเสร็จรูปลูกบาศก์ 320 กก./ตร.ซม. และรูปทรงกระบอก 280 กก./ตร.ซม. ตรา TPI","ลบ.ม.","1,915.89  ","1,915.89 ","  "]
[14," คอนกรีตผสมเสร็จรูปลูกบาศก์ 350 กก./ตร.ซม. และรูปทรงกระบอก 300 กก./ตร.ซม. ตรา TPI","ลบ.ม.","1,962.62  ","1,962.62 ","  "]
[15," คอนกรีตบล็อกก่อผนัง ชนิดธรรมดา ขนาด 19 x 39 x 7 ซม.","ก้อน","6.54  ","6.54 ","  "]
[16," อิฐมอญ ขนาด 7x 16 x 3.5 ซม.","ก้อน","3.74  ","3.74 ","  "]
[17," เสาเข็มคอนกรีตอัดแรง รูปสี่เหลี่ยมตัน ขนาด 0.18 x 0.18 ม. ยาว 8.00 ม.","ท่อน","1,401.87  ","1,401.87 ","  "]
[18," เสาเข็มคอนกรีตอัดแรง รูปสี่เหลี่ยมตัน ขนาด 0.20 x 0.20 ม. ยาว 10.00 ม.","ท่อน","2,056.07  ","2,056.07 ","  "]
[19," เสาเข็มคอนกรีตอัดแรง รูปสี่เหลี่ยมตัน ขนาด 0.22 x 0.22 ม. ยาว 10.00 ม.","ท่อน","2,523.36  ","2,523.36 ","  "]
[20," เสาเข็มคอนกรีตอัดแรง รูปสี่เหลี่ยมตัน ขนาด 0.20 x 0.20 ม. ยาว 12.00 ม.","ท่อน","2,616.82  ","2,616.82 ","  "]
[21," เสาเข็มคอนกรีตอัดแรง รูปสี่เหลี่ยมตัน ขนาด 0.22 x 0.22 ม. ยาว 15.00 ม.","ท่อน","4,112.15  ","4,112.15 ","  "]
[22," เสาเข็มคอนกรีตอัดแรง รูปตัวไอ ขนาด 0.18 x 0.18 ม. ยาว 10.00 ม.","ท่อน","1,495.33  ","1,495.33 ","  "]
[23," เสารั้วคอนกรีตเสริมเหล็ก แบบสี่เหลี่ยม ขนาด 4\" x 4\" ยาว 2.50 ม.","ท่อน","240.19  ","240.19 ","  "]
[24," เหล็กเส้นกลมผิวเรียบ SR.24 ยาว 10 เมตร ศก. 6 มม.","ตัน","20,338.32  ","20,338.32 ","  "]
[25," เหล็กเส้นกลมผิวเรียบ SR.24 ยาว 10 เมตร ศก. 9 มม.","ตัน","20,460.28  ","20,460.28 ","  "]
[26," เหล็กเส้นกลมผิวเรียบ SR.24 ยาว 10 เมตร ศก. 12 มม.","ตัน","20,775.70  ","20,775.70 ","  "]
[27," เหล็กเส้นกลมผิวข้ออ้อย SD.40 ศก.10 มม. ยาว 10 เมตร (Tempcore)","ตัน","20,785.05  ","20,785.05 ","  "]
[28," เหล็กเส้นกลมผิวข้ออ้อย SD.40 ศก.12 มม. ยาว 10 เมตร (Tempcore)","ตัน","19,897.20  ","19,897.20 ","  "]
[29," เหล็กเส้นกลมผิวข้ออ้อย SD.40 ศก.16 มม. ยาว 10 เมตร (Tempcore)","ตัน","19,570.09  ","19,570.09 ","  "]
[30," เหล็กเส้นกลมผิวข้ออ้อย SD.40 ศก.20 มม. ยาว 10 เมตร (Tempcore)","ตัน","19,570.09  ","19,570.09 ","  "]
[31," เหล็กเส้นกลมผิวข้ออ้อย SD.40 ศก.25 มม. ยาว 10 เมตร (Tempcore)","ตัน","19,570.09  ","19,570.09 ","  "]
[32," เหล็กเส้นกลมผิวข้ออ้อย SD.40 ศก.28 มม. ยาว 10 เมตร (Tempcore)","ตัน","19,570.09  ","19,570.09 ","  "]
[33," เหล็กเส้นกลมผิวข้ออ้อย SD.40 ศก.32 มม. ยาว 10 เมตร (Tempcore)","ตัน","19,570.09  ","19,570.09 ","  ",21420.560000000001]
[34," เหล็กเส้นกลมผิวข้ออ้อย SD.50 ศก.10 มม. ยาว 10 เมตร (Tempcore)","ตัน","21,327.10  ","21,327.10 ","  ",20401.87]
[35," เหล็กเส้นกลมผิวข้ออ้อย SD.50 ศก.12 มม. ยาว 10 เมตร (Tempcore)","ตัน","20,457.94  ","20,457.94 ","  ",19769.95]
[36," เหล็กเส้นกลมผิวข้ออ้อย SD.50 ศก.16 มม. ยาว 10 เมตร (Tempcore)","ตัน","20,121.50  ","20,121.50 ","  ",20560.75]
[37," เหล็กเส้นกลมผิวข้ออ้อย SD.50 ศก.20 มม. ยาว 10 เมตร (Tempcore)","ตัน","20,121.50  ","20,121.50 ","  ",19730.009999999998]
[38," เหล็กเส้นกลมผิวข้ออ้อย SD.50 ศก.25 มม. ยาว 10 เมตร (Tempcore)","ตัน","20,121.50  ","20,121.50 ","  "]
[39," เหล็กเส้นกลมผิวข้ออ้อย SD.50 ศก.28 มม. ยาว 10 เมตร (Tempcore)","ตัน","20,121.50  ","20,121.50 ","  "]
[40," เหล็กเส้นกลมผิวข้ออ้อย SD.50 ศก.32 มม. ยาว 10 เมตร (Tempcore)","ตัน","20,121.50  ","20,121.50 ","  "]
[41," ลวดผูกเหล็ก ศก. 1.25 มม. (เบอร์ 18)","กก.","31.19  ","31.19 ","  "]
[42," เหล็กฉาก หนา 4 มม. ยาว 6 เมตร ขนาด 40 x 40 มม. น้ำหนัก 14.5 กก.","ท่อน","329.44  ","329.44 ","  "]
[43," เหล็กตัวซี (Light Lip Channel Steel) หนา 2.3 มม. ยาว 6 เมตร ขนาด 125 x 50 x 20 มม. น้ำหนัก 25.5 กก.","ท่อน","628.04  ","628.04 ","  ",18930.84]
[44," เหล็กตัวซี (Light Lip Channel Steel) หนา 3.2 มม. ยาว 6 เมตร ขนาด 75 x 45 x 15 มม. น้ำหนัก 17 -18 กก.","ท่อน","485.98  ","485.98 ","  ",19730.009999999998]
[45," เหล็กตัวซี (Light Lip Channel Steel) หนา 3.2 มม. ยาว 6 เมตร ขนาด 125 x 50 x 20 มม. น้ำหนัก 30 -33 กก.","ท่อน","825.23  ","825.23 ","  "]
[46," ท่อเหล็กกลวงสี่เหลี่ยมจัตุรัส หนา 1.2 มม. ขนาด 3/4\" x 3/4\" ยาว 6 เมตร","ท่อน","117.76  ","117.76 ","  "]
[47," ท่อเหล็กกลวงสี่เหลี่ยมจัตุรัส หนา 1.2 มม. ขนาด 1\" x 1\" ยาว 6 เมตร","ท่อน","134.58  ","134.58 ","  "]
[48," ท่อเหล็กกลวงสี่เหลี่ยมจัตุรัส หนา 2.0 มม. ขนาด 1 1/2\" x 1 1/2\" ยาว 6 เมตร","ท่อน","373.83  ","373.83 ","  "]
[49," ท่อเหล็กกลวงสี่เหลี่ยมจัตุรัส หนา 2.0 มม. ขนาด 2\" x 2\" ยาว 6 เมตร","ท่อน","457.94  ","457.94 ","  "]
[50," ท่อเหล็กกลวงสี่เหลี่ยมจัตุรัส หนา 2.0 มม. ขนาด 3\" x 3\" ยาว 6 เมตร","ท่อน","644.86  ","644.86 ","  "]
[51," ท่อเหล็กเคลือบสังกะสี รวมข้อต่อตรง 1 อัน ประเภท BS-M ยาว 6 เมตร ศก. 1/2 นิ้ว","ท่อน","271.03  ","271.03 ","  "]
[52," ท่อเหล็กเคลือบสังกะสี รวมข้อต่อตรง 1 อัน ประเภท BS-M ยาว 6 เมตร ศก. 3/4 นิ้ว","ท่อน","327.10  ","327.10 ","  "]
[53," ท่อเหล็กเคลือบสังกะสี รวมข้อต่อตรง 1 อัน ประเภท BS-M ยาว 6 เมตร ศก. 1นิ้ว","ท่อน","448.60  ","448.60 ","  "]
[54," ท่อเหล็กเคลือบสังกะสี ประเภท BS-M (ไม่รวมข้อต่อ) ขนาด ศก. 1 1/4 นิ้ว ยาว 6 เมตร","ท่อน","502.80  ","502.80 ","  "]
[55," ท่อเหล็กเคลือบสังกะสี ประเภท BS-M (ไม่รวมข้อต่อ) ขนาด ศก. 1 1/2 นิ้ว ยาว 6 เมตร","ท่อน","578.50  ","578.50 ","  "]
[56," ท่อเหล็กเคลือบสังกะสี ประเภท BS-M (ไม่รวมข้อต่อ) ขนาด ศก. 2 นิ้ว ยาว 6 เมตร","ท่อน","813.08  ","813.08 ","  ",25.47]
[57," ท่อเหล็กเคลือบสังกะสี ประเภท BS-M (ไม่รวมข้อต่อ) ขนาด ศก. 2 1/2 นิ้ว ยาว 6 เมตร","ท่อน","1,002.80  ","1,002.80 ","  "]
[58," ท่อเหล็กเคลือบสังกะสี ประเภท BS-M (ไม่รวมข้อต่อ) ขนาด ศก. 3 นิ้ว ยาว 6 เมตร","ท่อน","1,304.67  ","1,304.67 ","  "]
[59," ท่อเหล็กเคลือบสังกะสี ประเภท BS-M (ไม่รวมข้อต่อ) ขนาด ศก. 4 นิ้ว ยาว 6 เมตร","ท่อน","1,900.00  ","1,900.00 ","  "]
[60," ข้อต่อตรงเหล็ก ศก. 1/2 นิ้ว","อัน","15.42  ","15.42 ","  "]
[61," ข้อต่อตรงเหล็ก ศก. 3/4 นิ้ว","อัน","20.09  ","20.09 ","  "]
[62," ข้อต่อตรงเหล็ก ศก. 1 นิ้ว","อัน","30.38  ","30.38 ","  "]
[63," ข้อต่องอเหล็ก 90 องศา ศก. 1/2 นิ้ว","อัน","18.69  ","18.69 ","  "]
[64," ข้อต่องอเหล็ก 90 องศา ศก. 3/4 นิ้ว","อัน","24.30  ","24.30 ","  "]
[65," ข้อต่องอเหล็ก 90 องศา ศก. 1 นิ้ว","อัน","38.32  ","38.32 ","  "]
[66," สามทาง 90 องศาเหล็กเคลือบสังกะสี ศก. 1/2 นิ้ว","อัน","24.30  ","24.30 ","  "]
[67," สามทาง 90 องศาเหล็กเคลือบสังกะสี ศก. 3/4 นิ้ว","อัน","30.38  ","30.38 ","  "]
[68," สามทาง 90 องศาเหล็กเคลือบสังกะสี ศก. 1 นิ้ว","อัน","48.60  ","48.60 ","  "]
[69," ท่อ พีวีซี แข็ง ท่อประปา ชนิดปลายธรรมดา ชั้น 13.5 ยาว 4 เมตร เส้นผ่านศูนย์กลาง 1/2\" ตราช้าง","ท่อน","51.40  ","51.40 ","  "]
[70," ท่อ พีวีซี แข็ง ท่อประปา ชนิดปลายธรรมดา ชั้น 13.5 ยาว 4 เมตร เส้นผ่านศูนย์กลาง 3/4\" ตราช้าง","ท่อน","62.62  ","62.62 ","  "]
[71," ท่อ พีวีซี แข็ง ท่อประปา ชนิดปลายธรรมดา ชั้น 13.5 ยาว 4 เมตร เส้นผ่านศูนย์กลาง 1\" ตราช้าง","ท่อน","100.93  ","100.93 ","  "]
[72," ท่อ พีวีซี แข็ง ท่อประปา ชนิดปลายธรรมดา ชั้น 13.5 ยาว 4 เมตร เส้นผ่านศูนย์กลาง 1 1/4\" ตราช้าง","ท่อน","129.91  ","129.91 ","  "]
[73," ท่อ พีวีซี แข็ง ท่อประปา ชนิดปลายธรรมดา ชั้น 13.5 ยาว 4 เมตร เส้นผ่านศูนย์กลาง 1 1/2\" ตราช้าง","ท่อน","167.29  ","167.29 ","  "]
[74," ท่อ พีวีซี แข็ง ท่อประปา ชนิดปลายธรรมดา ชั้น 13.5 ยาว 4 เมตร เส้นผ่านศูนย์กลาง 2\" ตราช้าง","ท่อน","255.14  ","255.14 ","  "]
[75," ท่อ พีวีซี แข็ง ท่อประปา ชนิดปลายธรรมดา ชั้น 13.5 ยาว 4 เมตร เส้นผ่านศูนย์กลาง 2 1/2\" ตราช้าง","ท่อน","420.56  ","420.56 ","  "]
[76," ท่อ พีวีซี แข็ง ท่อประปา ชนิดปลายธรรมดา ชั้น 13.5 ยาว 4 เมตร เส้นผ่านศูนย์กลาง 3\" ตราช้าง","ท่อน","588.79  ","588.79 ","  "]
[77," ท่อ พีวีซี แข็ง ท่อประปา ชนิดปลายธรรมดา ชั้น 13.5 ยาว 4 เมตร เส้นผ่านศูนย์กลาง 4\" ตราช้าง","ท่อน","946.73  ","946.73 ","  "]
[78," ข้อต่อท่อ พีวีซี ตรง สำหรับใช้กับท่อรับแรงดัน เส้นผ่านศูนย์กลาง 1/2\" ตราช้าง","อัน","4.67  ","4.67 ","  "]
[79," ข้อต่อท่อ พีวีซี ตรง สำหรับใช้กับท่อรับแรงดัน เส้นผ่านศูนย์กลาง 3/4\" ตราช้าง","อัน","6.54  ","6.54 ","  "]
[80," ข้อต่อท่อ พีวีซี ตรง สำหรับใช้กับท่อรับแรงดัน เส้นผ่านศูนย์กลาง 1\" ตราช้าง","อัน","9.35  ","9.35 ","  "]
[81," ข้อต่อท่อ พีวีซี ตรง สำหรับใช้กับท่อรับแรงดัน เส้นผ่านศูนย์กลาง 1 1/4 \" ตรา ช้าง","อัน","14.02  ","14.02 ","  "]
[82," ข้อต่อท่อ พีวีซี ตรง สำหรับใช้กับท่อรับแรงดัน เส้นผ่านศูนย์กลาง 1 1/2 \" ตรา ช้าง","อัน","15.89  ","15.89 ","  "]
[83," ข้อต่อท่อ พีวีซี ตรง สำหรับใช้กับท่อรับแรงดัน เส้นผ่านศูนย์กลาง 2 \" ตรา ช้าง","อัน","18.69  ","18.69 ","  "]
[84," ข้อต่อท่อ พีวีซี ตรง สำหรับใช้กับท่อรับแรงดัน เส้นผ่านศูนย์กลาง 2 1/2 \" ตรา ช้าง","อัน","23.36  ","23.36 ","  "]
[85," ข้อต่อท่อ พีวีซี ตรง สำหรับใช้กับท่อรับแรงดัน เส้นผ่านศูนย์กลาง 3 \" ตรา ช้าง","อัน","32.71  ","32.71 ","  "]
[86," ข้อต่อท่อ พีวีซี ตรง สำหรับใช้กับท่อรับแรงดัน เส้นผ่านศูนย์กลาง 4 \" ตรา ช้าง","อัน","51.40  ","51.40 ","  "]
[87," ข้อต่อท่อ พีวีซี ข้องอ 90 องศา สำหรับใช้กับท่อรับแรงดัน เส้นผ่านศูนย์กลาง 1/2\" ตราช้าง","อัน","4.67  ","4.67 ","  "]
[88," ข้อต่อท่อ พีวีซี ข้องอ 90 องศา สำหรับใช้กับท่อรับแรงดัน เส้นผ่านศูนย์กลาง 3/4\" ตราช้าง","อัน","6.54  ","6.54 ","  "]
[89," ข้อต่อท่อ พีวีซี ข้องอ 90 องศา สำหรับใช้กับท่อรับแรงดัน เส้นผ่านศูนย์กลาง 1\" ตราช้าง","อัน","9.35  ","9.35 ","  "]
[90," ข้อต่อท่อ พีวีซี ข้องอ 90 องศา สำหรับใช้กับท่อรับแรงดัน เส้นผ่านศูนย์กลาง 1 1/4\" ตราช้าง","อัน","14.02  ","14.02 ","  "]
[91," ข้อต่อท่อ พีวีซี ข้องอ 90 องศา สำหรับใช้กับท่อรับแรงดัน เส้นผ่านศูนย์กลาง 1 1/2\" ตราช้าง","อัน","18.69  ","18.69 ","  "]
[92," ข้อต่อท่อ พีวีซี ข้องอ 90 องศา สำหรับใช้กับท่อรับแรงดัน เส้นผ่านศูนย์กลาง 2\" ตราช้าง","อัน","14.02  ","14.02 ","  "]
[93," ข้อต่อท่อ พีวีซี ข้องอ 90 องศา สำหรับใช้กับท่อรับแรงดัน เส้นผ่านศูนย์กลาง 2 1/2\" ตราช้าง","อัน","18.69  ","18.69 ","  "]
[94," ข้อต่อท่อ พีวีซี ข้องอ 90 องศา สำหรับใช้กับท่อรับแรงดัน เส้นผ่านศูนย์กลาง 3\" ตราช้าง","อัน","37.38  ","37.38 ","  "]
[95," ข้อต่อท่อ พีวีซี ข้องอ 90 องศา สำหรับใช้กับท่อรับแรงดัน เส้นผ่านศูนย์กลาง 4\" ตราช้าง","อัน","60.75  ","60.75 ","  "]
[96," ข้อต่อท่อ พีวีซี สามทาง 90 องศา สำหรับใช้กับท่อรับแรงดัน เส้นผ่าศูนย์กลาง 1/2 \" ตราช้าง","อัน","4.67  ","4.67 ","  "]
[97," ข้อต่อท่อ พีวีซี สามทาง 90 องศา สำหรับใช้กับท่อรับแรงดัน เส้นผ่าศูนย์กลาง 3/4 \" ตราช้าง","อัน","6.54  ","6.54 ","  "]
[98," ข้อต่อท่อ พีวีซี สามทาง 90 องศา สำหรับใช้กับท่อรับแรงดัน เส้นผ่าศูนย์กลาง 1 \" ตราช้าง","อัน","14.02  ","14.02 ","  "]
[99," ข้อต่อท่อ พีวีซี สามทาง 90 องศา สำหรับใช้กับท่อรับแรงดัน เส้นผ่าศูนย์กลาง 1 1/4 \" ตราช้าง","อัน","18.69  ","18.69 ","  "]
[100," ข้อต่อท่อ พีวีซี สามทาง 90 องศา สำหรับใช้กับท่อรับแรงดัน เส้นผ่าศูนย์กลาง 1 1/2 \" ตราช้าง","อัน","23.36  ","23.36 ","  "]
[101," ข้อต่อท่อ พีวีซี สามทาง 90 องศา สำหรับใช้กับท่อรับแรงดัน เส้นผ่าศูนย์กลาง 2 \" ตราช้าง","อัน","28.04  ","28.04 ","  "]
[102," ข้อต่อท่อ พีวีซี สามทาง 90 องศา สำหรับใช้กับท่อรับแรงดัน เส้นผ่าศูนย์กลาง 2 1/2 \" ตราช้าง","อัน","74.77  ","74.77 ","  "]
[103," ข้อต่อท่อ พีวีซี สามทาง 90 องศา สำหรับใช้กับท่อรับแรงดัน เส้นผ่าศูนย์กลาง 3 \" ตราช้าง","อัน","135.51  ","135.51 ","  "]
[104," ข้อต่อท่อ พีวีซี สามทาง 90 องศา สำหรับใช้กับท่อรับแรงดัน เส้นผ่าศูนย์กลาง 4 \" ตราช้าง","อัน","289.72  ","289.72 ","  "]
[105," ท่อระบายน้ำคอนกรีตไม่เสริมเหล็ก ปากลิ้นราง ยาว 1 เมตร ศก. 0.30 ม.","ท่อน","203.28  ","203.28 ","  "]
[106," ท่อระบายน้ำคอนกรีตไม่เสริมเหล็ก ปากลิ้นราง ยาว 1 เมตร ศก. 0.40 ม.","ท่อน","261.69  ","261.69 ","  "]
[107," ท่อระบายน้ำคอนกรีตไม่เสริมเหล็ก ปากลิ้นราง ยาว 1 เมตร ศก. 0.50 ม.","ท่อน","364.49  ","364.49 ","  "]
[108," ท่อระบายน้ำคอนกรีตไม่เสริมเหล็ก ปากลิ้นราง ยาว 1 เมตร ศก. 0.60 ม.","ท่อน","411.21  ","411.21 ","  "]
[109," ท่อระบายน้ำคอนกรีตไม่เสริมเหล็ก ปากลิ้นราง ยาว 1 เมตร ศก. 0.80 ม.","ท่อน","654.21  ","654.21 ","  "]
[110," ท่อระบายน้ำคอนกรีตไม่เสริมเหล็ก ปากลิ้นราง ยาว 1 เมตร ศก. 1.00 ม.","ท่อน","1,056.07  ","1,056.07 ","  "]
[111," ท่อระบายน้ำคอนกรีตไม่เสริมเหล็ก ปากลิ้นราง ยาว 1 เมตร ศก. 1.20 ม .","ท่อน","1,588.79  ","1,588.79 ","  "]
[112," ท่อระบายน้ำคอนกรีตเสริมเหล็ก ปากลิ้นราง ชั้น 3 ยาว 1 เมตร ศก. 0.30 ม.","ท่อน","350.47  ","350.47 ","  "]
[113," ท่อระบายน้ำคอนกรีตเสริมเหล็ก ปากลิ้นราง ชั้น 3 ยาว 1 เมตร ศก. 0.40 ม.","ท่อน","455.61  ","455.61 ","  "]
[114," ท่อระบายน้ำคอนกรีตเสริมเหล็ก ปากลิ้นราง ชั้น 3 ยาว 1 เมตร ศก. 0.50 ม.","ท่อน","630.84  ","630.84 ","  "]
[115," ท่อระบายน้ำคอนกรีตเสริมเหล็ก ปากลิ้นราง ชั้น 3 ยาว 1 เมตร ศก. 0.60 ม.","ท่อน","602.81  ","602.81 ","  "]
[116," ท่อระบายน้ำคอนกรีตเสริมเหล็ก ปากลิ้นราง ชั้น 3 ยาว 1 เมตร ศก. 0.80 ม.","ท่อน","1,200.94  ","1,200.94 ","  "]
[117," ท่อระบายน้ำคอนกรีตเสริมเหล็ก ปากลิ้นราง ชั้น 3 ยาว 1 เมตร ศก. 1.00 ม .","ท่อน","1,785.05  ","1,785.05 ","  "]
[118," ท่อระบายน้ำคอนกรีตเสริมเหล็ก ปากลิ้นราง ชั้น 3 ยาว 1 เมตร ศก. 1.20 ม.","ท่อน","2,710.28  ","2,710.28 ","  "]
[119," ท่อระบายน้ำคอนกรีตเสริมเหล็ก ปากลิ้นราง ชั้น 3 ยาว 1 เมตร ศก. 1.50 ม.","ท่อน","4,485.98  ","4,485.98 ","  "]
[120," ท่อระบายน้ำคอนกรีตเสริมเหล็ก ปากลิ้นราง ชั้น 2 ยาว 1 เมตร ศก. 0.30 ม.","ท่อน","299.07  ","299.07 ","  "]
[121," ท่อระบายน้ำคอนกรีตเสริมเหล็ก ปากลิ้นราง ชั้น 2 ยาว 1 เมตร ศก. 0.40 ม.","ท่อน","457.94  ","457.94 ","  "]
[122," ท่อระบายน้ำคอนกรีตเสริมเหล็ก ปากลิ้นราง ชั้น 2 ยาว 1 เมตร ศก. 0.50 ม.","ท่อน","654.21  ","654.21 ","  "]
[123," ท่อระบายน้ำคอนกรีตเสริมเหล็ก ปากลิ้นราง ชั้น 2 ยาว 1 เมตร ศก. 0.60 ม.","ท่อน","1,102.80  ","1,102.80 ","  "]
[124," ท่อระบายน้ำคอนกรีตเสริมเหล็ก ปากลิ้นราง ชั้น 2 ยาว 1 เมตร ศก. 0.80 ม.","ท่อน","1,869.16  ","1,869.16 ","  "]
[125," ท่อระบายน้ำคอนกรีตเสริมเหล็ก ปากลิ้นราง ชั้น 2 ยาว 1 เมตร ศก. 1.00 ม.","ท่อน","2,616.82  ","2,616.82 ","  "]
[126," ท่อระบายน้ำคอนกรีตเสริมเหล็ก ปากลิ้นราง ชั้น 2 ยาว 1 เมตร ศก. 1.20 ม.","ท่อน","3,598.13  ","3,598.13 ","  "]
[127," ท่อระบายน้ำคอนกรีตเสริมเหล็ก ปากลิ้นราง ชั้น 2 ยาว 1 เมตร ศก. 1.50 ม.","ท่อน","5,794.39  ","5,794.39 ","  "]
[128," ท่อระบายน้ำซีเมนต์ใยหิน ยาว 4 เมตร ศก. 10 ซม.","ท่อน","200.93  ","200.93 ","  "]
[129," ท่อระบายน้ำซีเมนต์ใยหิน ยาว 4 เมตร ศก. 15 ซม.","ท่อน","247.66  ","247.66 ","  "]
[130," ท่อระบายน้ำซีเมนต์ใยหิน ยาว 4 เมตร ศก. 20 ซม.","ท่อน","462.62  ","462.62 ","  "]
[131," ท่อระบายน้ำซีเมนต์ใยหิน ยาว 3 เมตร ศก. 10 ซม.","ท่อน","154.21  ","154.21 ","  "]
[132," ท่อระบายน้ำซีเมนต์ใยหิน ยาว 3 เมตร ศก. 15 ซม.","ท่อน","221.96  ","221.96 ","  "]
[133," มุ้งลวดอลูมิเนียม ขนาดกว้าง 90 ซม ยาว 30 เมตร สีขาว","ม้วน","1,308.41  ","1,542.06 ","17.86 "]
[134," ลวดหนามเคลือบสังกะสี เบอร์ 14","กก.","56.07  ","56.07 ","  "]
[135," กระเบื้องคอนกรีตมุงหลังคา ซีแพคโมเนีย ขนาด 33 x 42 ซม. สีแดง เทา อิฐ น้ำตาล ตราช้าง","แผ่น","14.02  ","14.02 ","  "]
[136," ครอบสันโค้งกระเบื้องคอนกรีต สีแดง เทา อิฐ น้ำตาล ตราช้าง","แผ่น","37.38  ","37.38 ","  "]
[137," ครอบข้างกระเบื้องคอนกรีต สีแดง เทา อิฐ น้ำตาล ตราช้าง","แผ่น","37.38  ","37.38 ","  "]
[138," ครอบข้างปิดชายกระเบื้องคอนกรีต สีแดง เทา อิฐ น้ำตาล ตราช้าง","แผ่น","46.73  ","46.73 ","  "]
[139," ครอบโค้งปิดจั่วกระเบื้องคอนกรีต สีแดง เทา อิฐ น้ำตาล ตราช้าง","แผ่น","56.07  ","56.07 ","  "]
[140," เหล็กแผ่นเคลือบสังกะสี ไม่ชุบสี ลอนเล็ก-ใหญ่ หนา 0.20 มม. เบอร์ 35 ขนาด 2.5' x 5'-10' ตราสามมงกุฏ","ฟุต","15.42  ","15.42 ","  "]
[141," แผ่นไม้อัดยาง ชนิดใช้ภายใน เกรด A ขนาด 4' x 8' หนา 4 มม.","แผ่น","263.34  ","272.69 ","3.55 "]
[142," แผ่นไม้อัดยาง ชนิดใช้ภายใน เกรด A ขนาด 4' x 8' หนา 6 มม.","แผ่น","352.57  ","352.57 ","  "]
[143," แผ่นยิปซัม ธรรมดา ไม่มีอลูมิเนียมฟอยล์ ขนาด 120 x 240 ซม. หนา 9 มม. ตราบ้าน","แผ่น","126.17  ","126.17 ","  "]
[144," แผ่นยิปซัม ธรรมดา ไม่มีอลูมิเนียมฟอยล์ ขนาด 120 x 240 ซม. หนา 12 มม. ตราบ้าน","แผ่น","168.22  ","168.22 ","  "]
[145," แผ่นยิปซัม ธรรมดา ไม่มีอลูมิเนียมฟอยล์ ขนาด 120 x 240 ซม. หนา 12 มม. ตราช้าง","แผ่น","177.57  ","177.57 ","  "]
[146," แผ่นยิปซัม ธรรมดา มีอลูมิเนียมฟอยล์ ขนาด 120 x 240 ซม หนา 9 มม. ตราบ้าน","แผ่น","186.92  ","182.24 ","-2.50 "]
[147," แผ่นยิปซัม ธรรมดา มีอลูมิเนียมฟอยล์ ขนาด 120 x 240 ซม. หนา 9 มม. ตราช้าง","แผ่น","140.19  ","140.19 ","  "]
[148," แผ่นยิปซัม ธรรมดา มีอลูมิเนียมฟอยล์ ขนาด 120 x 240 ซม. หนา 12 มม. ตราช้าง","แผ่น","205.61  ","205.61 ","  "]
[149," เหล็กแผ่นเรียบดำ หนา 3 มม. ขนาด 4' x 8' หนัก 70 กก./แผ่น","แผ่น","1,093.46  ","1,093.46 ","  "]
[150," เหล็กแผ่นเรียบดำ หนา 6 มม. ขนาด 4' x 8' หนัก 140 กก./แผ่น","แผ่น","3,313.08  ","3,313.08 ","  "]
[151," กระจกใส หนา 5 มม.","ตร.ฟุต","18.69  ","16.82 ","-10.01 ",355.14]
[152," กระจกใส หนา 6 มม.","ตร.ฟุต","24.30  ","23.37 ","-3.83 ",464.95]
[153," กระเบื้องเคลือบปูพื้น ชนิดสีเรียบ ขนาด 8\" x 8\" ตราคอตโต้","ตร.ม.","170.56  ","170.56 ","  ",630.84]
[154," กระเบื้องเคลือบปูพื้น ชนิดสีเรียบ ขนาด 12\" x 12\" ตราคอตโต้","ตร.ม.","163.09  ","163.09 ","  ",658.88]
[155," กระเบื้องเคลือบปูพื้น ชนิดสีเรียบ ขนาด 8\" x 8\"","ตร.ม.","158.88  ","158.88 ","  ",1271.03]
[156," กระเบื้องเคลือบปูพื้น ชนิดลวดลาย ขนาด 8\" x 8\" ตราคอตโต้","ตร.ม.","175.24  ","175.24 ","  ",1859.82]
[157," กระเบื้องเคลือบปูพื้น ชนิดลวดลาย ขนาด 8\" x 8\"","ตร.ม.","168.22  ","168.22 ","  ",2757.01]
[158," กระเบื้องเคลือบบุผนัง ชนิดสีเรียบ ขนาด 8\" x 8\" ตราคอตโต้","ตร.ม.","175.24  ","175.24 ","  ",4392.5200000000004]
[159," กระเบื้องเคลือบบุผนัง ชนิดสีเรียบ ขนาด 8\" x 10\" ตราคอตโต้","ตร.ม.","205.61  ","205.61 ","  "]
[160," กระเบื้องเคลือบบุผนัง ชนิดลวดลาย ขนาด 8\" x 8\" ตราคอตโต้","ตร.ม.","182.24  ","182.24 ","  "]
[161," กระเบื้องเคลือบบุผนัง ชนิดสีเรียบ ขนาด 8\" x 8\"","ตร.ม.","182.24  ","182.24 ","  "]
[162," กระเบื้องเคลือบบุผนัง ชนิดสีเรียบ ขนาด 8\" x 10\"","ตร.ม.","205.61  ","205.61 ","  "]
[163," กระเบื้องเคลือบบุผนัง ชนิดลวดลาย ขนาด 8\" x 8\"","ตร.ม.","168.22  ","168.22 ","  "]
[164," กระเบื้องเคลือบบุผนัง ชนิดลวดลาย ขนาด 8\" x 10\" ตราคอตโต้","ตร.ม.","205.61  ","205.61 ","  "]
[165," กระเบื้องเคลือบบุผนัง ชนิดลวดลาย ขนาด 8\" x 10\"","ตร.ม.","177.57  ","177.57 ","  "]
[166," ไม้ยาง ไม่ไส ขนาด 1/2\" x 6\" ยาว 4 - 4.50 เมตร","ลบ.ฟ.","588.79  ","588.79 ","  "]
[167," ไม้ยาง ไม่ไส ขนาด 1\" x 6\" ยาว 4 - 4.50 เมตร","ลบ.ฟ.","560.75  ","560.75 ","  "]
[168," ไม้ยาง ไม่ไส ขนาด 1\" x 8\" ยาว 4 - 4.50 เมตร","ลบ.ฟ.","514.02  ","514.02 ","  "]
[169," ไม้ยาง ไม่ไส ขนาด 1 1/2\" x 3\" ยาว 4 - 4.50 เมตร","ลบ.ฟ.","467.29  ","467.29 ","  "]
[170," ไม้ยาง ไม่ไส ขนาด 4\" x 4\" ยาว 4 - 4.50 เมตร","ลบ.ฟ.","607.48  ","607.48 ","  "]
[171," ไม้กะบาก ไม่ไส ขนาด 1 1/2\" x 3\" ยาว 4 เมตร","ลบ.ฟ.","560.75  ","560.75 ","  "]
[172," ไม้ตะเคียนทราย ไม่ไส ขนาด 1\" x 4\" ยาว 4 - 4.50 เมตร","ลบ.ฟ.","560.75  ","560.75 ","  "]
[173," ไม้ตะเคียนทราย ไม่ไส ขนาด 1\" x 6\" ยาว 4 - 4.50 เมตร","ลบ.ฟ.","560.75  ","560.75 ","  "]
[174," ไม้ตะเคียนทราย ไม่ไส ขนาด 2\" x 4\" ยาว 4 - 4.50 เมตร","ลบ.ฟ.","616.82  ","616.82 ","  "]
[175," ไม้ตะเคียนทราย ไม่ไส ขนาด 2\" x 6\" ยาว 4 - 4.50 เมตร","ลบ.ฟ.","588.79  ","588.79 ","  "]
[176," ไม้ตะเคียนทราย ไม่ไส ขนาด 1\" x 4 \" ยาว 3 - 3.50 เมตร","ลบ.ฟ.","560.75  ","560.75 ","  "]
[177," ไม้ตะเคียนทราย ไม่ไส ขนาด 1\" x 6 \" ยาว 3 - 3.50 เมตร","ลบ.ฟ.","560.75  ","560.75 ","  "]
[178," ไม้ตะเคียนทราย ไม่ไส ขนาด 1 1/2 \" x 5 \" ยาว 4 เมตร","ลบ.ฟ.","588.79  ","588.79 ","  "]
[179," ไม้ตะเคียนทราย ไม่ไส ขนาด 2\" x 6\" - 8 \" ยาว 3 - 3.50 เมตร","ลบ.ฟ.","588.79  ","588.79 ","  "]
[180," สีน้ำมันเคลือบชนิดเงา ขนาด 3.785 ลิตร ตรา ที โอ เอ","กระป๋อง","514.02  ","514.02 ","  "]
[181," สีน้ำมันเคลือบชนิดด้าน ขนาด 3.785 ลิตร ตรากัปตัน","กระป๋อง","514.02  ","514.02 ","  "]
[182," สีน้ำมันเคลือบชนิดเงา ขนาด 3.785 ลิตร ตรา ที โอ เอ ( 4 seasons)","กระป๋อง","523.36  ","542.06 ","3.57 "]
[183," สีน้ำพลาสติก ทาภายใน ชนิดด้าน ขนาด 3.785 ลิตร ตรา ที โอ เอ (E 100)","กระป๋อง","373.83  ","373.83 ","  "]
[184," สีน้ำพลาสติก ทาภายใน ชนิดด้าน ขนาด 18.925 ลิตร ตรา ที โอ เอ (E 100)","กระป๋อง","1,644.86  ","1,626.17 ","-1.14 "]
[185," สีน้ำพลาสติก ทาภายใน ชนิดด้าน ขนาด 3.785 ลิตร ตรา ที โอ เอ (4 seasons)","กระป๋อง","327.11  ","336.45 ","2.86 "]
[186," สีน้ำพลาสติก ทาภายใน ชนิดด้าน ขนาด 18.925 ลิตร ตรา ที โอ เอ (4 seasons)","กระป๋อง","1,345.80  ","1,378.51 ","2.43 "]
[187," สีน้ำพลาสติก ทาภายใน ขนาด 3.785 ลิตร ตรา ที โอ เอ ( A 1000)","กระป๋อง","317.76  ","336.45 ","5.88 "]
[188," สีน้ำพลาสติก ทาภายใน ขนาด 3.785 ลิตร ตรา NIPPON PAINT","กระป๋อง","224.30  ","224.30 ","  "]
[189," สีน้ำพลาสติก ภายนอก ชนิดด้าน ขนาด 3.785 ลิตร ตรา ที โอ เอ (E 100)","กระป๋อง","514.02  ","514.02 ","  "]
[190," สีน้ำพลาสติก ภายนอก ขนาด 18.925 ลิตร ตรา เจ บี พี","กระป๋อง","1,233.64  ","1,233.64 ","  "]
[191," สีน้ำพลาสติก ภายนอก ชนิดด้าน ขนาด 18.925 ลิตร ตรา ที โอ เอ (E 100)","กระป๋อง","2,242.99  ","2,196.26 ","-2.08 "]
[192," สีน้ำพลาสติก ทาภายนอก ชนิดด้าน ขนาด 3.785 ลิตร ตรา ที โอ เอ (4 seasons)","กระป๋อง","422.90  ","434.58 ","2.76 "]
[193," สีน้ำพลาสติก ทาภายนอก ชนิดด้าน ขนาด 18.925 ลิตร ตรา ที โอ เอ (4 seasons)","กระป๋อง","1,733.65  ","1,780.38 ","2.70 "]
[194," สีน้ำพลาสติก ทาภายนอก ขนาด 3.785 ลิตร ตรา ที โอ เอ ( A 1000)","กระป๋อง","387.85  ","411.21 ","6.02 "]
[195," สีน้ำพลาสติก ทาภายนอก ขนาด 3.785 ลิตร ตรา NIPPON PAINT","กระป๋อง","271.03  ","271.03 ","  "]
[196," สีรองพื้นปูนใหม่ ขนาด 3.785 ลิตร ตราที โอ เอ","กระป๋อง","443.93  ","457.95 ","3.16 "]
[197," สีรองพื้นปูนใหม่ ขนาด 3.785 ลิตร ตรา NIPPON PAINT","กระป๋อง","327.10  ","327.10 ","  "]
[198," น้ำมันเคลือบแข็ง ภายใน ขนาด 3.785 ลิตร ตราเครื่องบิน บี 52 (ยูนีเทน ยู 202)","กระป๋อง","925.23  ","925.23 ","  "]
[199," น้ำมันเคลือบแข็ง ภายใน ขนาด 3.785 ลิตร ตรา ที โอ เอ","กระป๋อง","925.23  ","925.23 ","  "]
[200," น้ำมันเคลือบแข็ง ภายนอก ขนาด 3.785 ลิตร ตราเครื่องบิน บี 52 (ยูนีเทน ยู 404)","กระป๋อง","1,355.14  ","1,355.14 ","  "]
[201," แลกเกอร์ ชนิดเงา ขนาด 3.785 ลิตร ตรา ที โอ เอ","กระป๋อง","481.31  ","493.00 ","2.43 "]
[202," ทินเนอร์ ขนาด 2.1 ลิตร ตรา BARCO","กระป๋อง","177.57  ","177.57 ","  "]
[203," กระดาษทรายขัดไม้ เบอร์ 0 ขนาด 9 x 11 นิ้ว ตราจระเข้ 3 ดาว","โหล","112.15  ","112.15 ","  "]
[204," กระดาษทรายขัดไม้ เบอร์ 3 ขนาด 9 x 11 นิ้ว ตราจระเข้ 3 ดาว","โหล","112.15  ","112.15 ","  "]
[205," บานประตูไม้อัดสัก ชนิดใช้ภายใน หนา 3.5 ซม. ขนาด 70 x 200 ซม.","บาน","925.23  ","925.23 ","  "]
[206," บานประตูไม้อัดสัก ชนิดใช้ภายใน หนา 3.5 ซม. ขนาด 80 x 200 ซม.","บาน","925.23  ","925.23 ","  "]
[207," บานประตูไม้อัดยาง ชนิดใช้ภายใน หนา 3.5 ซม. ขนาด 70 x 200 ซม.","บาน","600.47  ","600.47 ","  "]
[208," บานประตูไม้อัดยาง ชนิดใช้ภายใน หนา 3.5 ซม. ขนาด 80 x 200 ซม.","บาน","619.16  ","619.16 ","  "]
[209," บานประตูไม้อัดยาง ชนิดใช้ภายนอก หนา 3.5 ซม. ขนาด 70 x 200 ซม.","บาน","897.20  ","897.20 ","  "]
[210," บานประตูไม้อัดยาง ชนิดใช้ภายนอก หนา 3.5 ซม. ขนาด 80 x 200 ซม.","บาน","925.23  ","925.23 ","  "]
[211," บานประตูไม้เนื้อแข็ง บานทึบ ขนาด 80 x 180 ซม.","บาน","1,355.14  ","1,355.14 ","  "]
[212," วงกบประตูไม้เนื้อแข็ง ไม่มีช่องแสง ขนาด 80 x 200 ซม. ขนาดไม้วงกบ 2\" x 4\"","ชุด","841.12  ","841.12 ","  "]
[213," น๊อตหัวกลมสำหรับงานไม้ ขนาดเส้นผ่าศูนย์กลาง 9 มม. ยาว 6 นิ้ว","กก.","79.44  ","79.44 ","  "]
[214," ตะปูตอกไม้ ชนิดผอม ขนาด 3 นิ้ว","กก.","37.38  ","37.38 ","  "]
[215," ตะปูตอกคอนกรีต ขนาด 3\" - 4\"","กก.","65.42  ","65.42 ","  "]
[216," ตะปูตอกสังกะสี ขนาด 1 3/4\" เบอร์ 13","กก.","112.15  ","112.15 ","  "]
[217," ตะปูเกลียว ขนาด 3\"","ตัว","3.27  ","3.27 ","  "]
[218," ตะปูเกลียว ขนาด 4\"","ตัว","3.74  ","3.74 ","  "]
[219," สลักเกลียว ขนาด 30 ซม.","ตัว","4.21  ","4.21 ","  "]
[220," สลักเกลียว ขนาด 40 ซม.","ตัว","5.14  ","5.14 ","  "]
[221," ขอยึดกระเบื้อง ขนาด 6\"","อัน","4.21  ","4.21 ","  "]
[222," ขอยึดกระเบื้อง ขนาด 8\"","อัน","4.67  ","4.67 ","  "]
[223," บานพับเหล็ก มีไนล่อนคั่นระหว่างข้อ หนา 2 มม. ขนาด 4 x 3 นิ้ว","อัน","32.71  ","32.71 ","  "]
[224," บานพับหน้าต่างเหล็กเคลือบสังกะสี ปรับมุม ขนาด 10 นิ้ว","ชุด","102.80  ","102.80 ","  "]
[225," บานพับหน้าต่างเหล็กเคลือบสังกะสี ปรับมุม ขนาด 12 นิ้ว","ชุด","112.15  ","112.15 ","  "]
[226," ปูนซีเมนต์ปอร์ตแลนด์ ปูนถุง ประเภท 1 ตราช้าง","ตัน","2,766.36  ","2,766.36 ","  "]
[227," ปูนซีเมนต์ผสม ปูนถุง บรรจุ 50 กก./ถุง ตราเสือ","ตัน","2,757.01  ","2,757.01 ","  "]
[228," ฟลิ้นโค้ท เบอร์ 3 ขนาด 3.5 กก. ตราเชลล์","กระป๋อง","350.47  ","350.47 ","  "]
[229," แชลแลค ชนิดเกล็ด สีขาว ตรา .......","กก.","551.40  ","551.40 ","  "]
[230," แชลแลค ชนิดเกล็ด สีเหลือง","กก.","514.02  ","514.02 ","  "]
[231," น้ำยาประสานท่อพีวีซี ชนิดธรรมดา ขนาด 250 กรัม ตราท่อน้ำไทย","กระป๋อง","121.50  ","121.50 ","  "]
[232," ทรายหยาบ","ลบ.ม.","841.12  ","841.12 ","  "]
[233," ทรายหยาบ ราคาท่าทราย","ลบ.ม.","607.48  ","607.48 ","  "]
[234," ทรายละเอียด","ลบ.ม.","887.85  ","887.85 ","  "]
[235," หินย่อย เบอร์ 1","ลบ.ม.","196.26  ","214.95 ","9.52 "]
[236," ทรายถมที่","ลบ.ม.","747.66  ","747.66 ","  "]
[237," ทรายถมที่ ราคาท่าทราย","ลบ.ม.","560.75  ","560.75 ","  "]
[238," หินคลุก","ลบ.ม.","841.12  ","841.12 ","  "]
[239," หินคลุก ราคา ณ โรงโม่","ลบ.ม.","467.29  ","467.29 ","  "]
[240," ก๊อกน้ำทองเหลือง (ผอม) ขนาด 1/2 นิ้ว","อัน","102.80  ","102.80 ","  "]
[241," ก๊อกน้ำทองเหลือง (อ้วน) ขนาด 1/2 นิ้ว","อัน","112.15  ","112.15 ","  "]
[242," ก๊อกน้ำบอลสนาม ขนาด 1/2 นิ้ว","อัน","121.50  ","121.50 ","  "]
[243," ถังซีเมนต์สำเร็จรูป กลวง สูง 33 ซม. ศก. 80 ซม.","อัน","205.61  ","205.61 ","  "]
[244," ฝาถังซีเมนต์สำเร็จรูป ศก. 80 ซม.","อัน","205.61  ","205.61 ","  "]
[245," สายไฟฟ้าเดินภายในอาคาร VAF สายแบนแกนคู่ ขนาด 2 x 1.5 ตร.มม. ยาว 100 ม.","ม้วน","1,490.65  ","1,490.65 ","  "]
[246," สายไฟฟ้าเดินภายในอาคาร VAF สายแบนแกนคู่ ขนาด 2 x 2.5 ตร.มม. ยาว 100 ม.","ม้วน","1,850.47  ","1,850.47 ","  "]
[247," สายไฟฟ้า VAF สายแบนแกนคู่ แรงดัน 300 โวลท์ ขนาด 2 x 1.5 ตร.มม. ยาว 100 เมตร ตราบางกอกเคเบิล","ม้วน","1,200.00  ","1,200.00 ","  "]
[248," สายไฟฟ้า VAF สายแบนแกนคู่ แรงดัน 300 โวลท์ ขนาด 2 x 2.5 ตร.มม. ยาว 100 เมตร ตราบางกอกเคเบิล","ม้วน","2,000.00  ","2,000.00 ","  "]
[249," สายเคเบิล VVF สายแบนแกนคู่ แรงดัน 750 โวลท์ ขนาด 2 x 1.5 ตร.มม. ยาว 100 เมตร ตราบางกอกเคเบิล","ม้วน","1,149.53  ","1,149.53 ","  "]
[250," สายเคเบิล VVF สายแบนแกนคู่ แรงดัน 750 โวลท์ ขนาด 2 x 2.5 ตร.มม. ยาว 100 เมตร ตราบางกอกเคเบิล","ม้วน","1,900.00  ","1,900.00 ","  "]
[251," สายเคเบิล THW สายกลมแกนเดี่ยว แรงดัน 750 โวลท์ ขนาด 1 x 1.5 ตร.มม. ยาว 100 เมตร ตราบางกอกเคเบิล","ม้วน","700.00  ","700.00 ","  "]
[252," สายเคเบิล THW สายกลมแกนเดี่ยว แรงดัน 750 โวลท์ ขนาด 1 x 2.5 ตร.มม. ยาว 100 เมตร ตราบางกอกเคเบิล","ม้วน","1,005.61  ","1,005.61 ","  "]
[253," สวิตช์ไฟฟ้าทางเดียว แบบฝังในผนัง ตราเนชั่นแนล","อัน","34.58  ","34.58 ","  "]
[254," สวิตช์ไฟฟ้าทางเดียว พร้อมอุปกรณ์ แบบฝังในผนัง ตราเนชั่นแนล","ชุด","106.55  ","106.55 ","  "]
[255," เต้ารับ (เดี่ยว) แบบฝังในผนัง ตราเนชั่นแนล","อัน","34.58  ","34.58 ","  "]
[256," เต้าเสียบ แบบ 2 ขา ตราเนชั่นแนล","อัน","35.99  ","35.99 ","  "]
[257," บัลลาสต์ 36/40 วัตต์ ตราฟิลิปส์","อัน","98.14  ","98.14 ","  "]
[258," สตาร์ทเตอร์ ขนาด 4-65 วัตต์ ตราฟิลิปส์","อัน","16.82  ","16.82 ","  "]
[259," สตาร์ทเตอร์ ขนาด 4-65 วัตต์ ตราโตชิบา","อัน","10.28  ","10.28 ","  "]
[260," หลอดไฟฟ้าฟลูออเรสเซนต์ แบบยาว ขนาด 36 วัตต์ ตราฟิลิปส์","หลอด","50.47  ","50.47 ","  "]
[261," หลอดไฟฟ้าฟลูออเรสเซนต์ แบบยาว ขนาด 36 วัตต์ ตราโตชิบา","หลอด","48.13  ","48.13 ","  "]
[262," หลอดไฟฟ้า แบบเกลียว ขนาด 60 วัตต์ ตราฟิลิปส์","ดวง","33.18  ","33.18 ","  "]
[263," โถส้วมธรรมดานั่งยอง ไม่มีฐาน แบบราดน้ำ เคลือบขาว ตราคอตโต้ รุ่น C 204","ชิ้น","700.93  ","700.93 ","  "]
[264," โถส้วมธรรมดานั่งยอง ไม่มีฐาน แบบราดน้ำ เคลือบขาว ตรากะรัต รุ่น K-2510","ชิ้น","654.21  ","654.21 ","  "]
[265," โถส้วมชักโครกนั่งราบ มีถังพักน้ำ เคลือบขาว ตราคอตโต้ รุ่น C 1401","ชุด","3,635.51  ","2,981.31 ","-17.99 "]
[266," ที่ปัสสาวะเซรามิกชาย ชนิดแขวนผนัง เคลือบขาว ตราคอตโต้ รุ่น C 307","ชิ้น","1,308.41  ","1,308.41 ","  "]
[267," ที่ปัสสาวะเซรามิกชาย ชนิดแขวนผนัง เคลือบขาว ตรากะรัต รุ่น K-3200","ชิ้น","1,168.22  ","1,168.22 ","  "]
[268," อ่างล้างหน้าเซรามิก ชนิดแขวนผนัง เคลือบขาว ตรากะรัต รุ่น K-1210","ชิ้น","747.66  ","747.66 ","  "]
[269," อ่างล้างหน้าเซรามิก ชนิดแขวนผนัง เคลือบขาว ตราคอตโต้ รุ่น C 005","ชิ้น","850.47  ","850.47 ","  "]
[270," ที่วางสบู่เซรามิก ชนิดฝังผนัง เคลือบขาว ตราคอตโต้ รุ่น C 805","ชิ้น","327.11  ","327.11 ","  "]
[271," ที่วางสบู่เซรามิก ชนิดฝังผนัง เคลือบขาว ตรากะรัต รุ่น K-504","ชิ้น","355.14  ","355.14 ","  "]
[272," ที่วางสบู่เซรามิก ชนิดฝังผนัง เคลือบขาว ตรากะรัต รุ่น K-595","ชิ้น","308.41  ","308.41 ","  "]
[273," ที่วางสบู่เซรามิก ชนิดฝังผนัง เคลือบขาว ตราคอตโต้ รุ่น C 834","ชิ้น","420.56  ","420.56 ","  "]
[274," ที่ใส่กระดาษชำระเซรามิก ชนิดฝังผนัง เคลือบขาว ขนาด 6 x 6 นิ้ว ตราคอตโต้ รุ่น C 814","ชิ้น","355.14  ","355.14 ","  "]
[275," ที่ใส่กระดาษชำระเซรามิก ชนิดฝังผนัง เคลือบขาว ตรากะรัต รุ่น K-503","ชิ้น","299.07  ","299.07 ","  "]
[276," ที่ใส่กระดาษชำระเซรามิก ชนิดฝังผนัง เคลือบขาว ตรากะรัต รุ่น K-596","ชิ้น","299.07  ","299.07 ","  "]
[277," ที่ใส่กระดาษชำระเซรามิก ชนิดฝังผนัง เคลือบขาว ตรากะรัต รุ่น K-512","ชิ้น","308.41  ","308.41 ","  "]
[null,null,null,null,null,null,2766.36]
[null,null,null,null,null,null,2719.63]
[]
["* หมายถึงราคา Price List    "]
[282," แชลแลค ชนิดเกล็ด สีเหลือง","กก. ","514.02   ","514.02 ","  "]
[283," น้ำยาประสานท่อพีวีซี ชนิดธรรมดา ขนาด 250 กรัม ตราท่อน้ำไทย","กระป๋อง ","121.50   ","121.50 ","  "]
[284," ทรายหยาบ","ลบ.ม. ","900.00   ","900.00 ","  "]
[285," ทรายหยาบ ราคาท่าทราย","ลบ.ม. ","651.87   ","651.87 ","  "]
[286," ทรายละเอียด","ลบ.ม. ","900.47   ","900.47 ","  "]
[287," หินย่อย เบอร์ 1","ลบ.ม. ","210.00   ","210.00 ","  ",210]
[288," ทรายถมที่","ลบ.ม. ","786.92   ","786.92 ","  "]
[289," ทรายถมที่ ราคาท่าทราย","ลบ.ม. ","602.80   ","602.80 ","  "]
[290," หินคลุก","ลบ.ม. ","850.47   ","850.47 ","  "]
[291," หินคลุก ราคา ณ โรงโม่","ลบ.ม. ","450.47   ","450.47 ","  ",450.47]
[292," ก๊อกน้ำทองเหลือง (ผอม) ขนาด 1/2 นิ้ว","อัน ","100.00   ","100.00 ","  "]
[293," ก๊อกน้ำทองเหลือง (อ้วน) ขนาด 1/2 นิ้ว","อัน ","110.28   ","110.28 ","  "]
[294," ก๊อกน้ำบอลสนาม ขนาด 1/2 นิ้ว","อัน ","120.56   ","120.56 ","  "]
[295," ถังซีเมนต์สำเร็จรูป กลวง สูง 33 ซม. ศก. 80 ซม.","อัน ","200.93   ","200.93 ","  "]
[296," ฝาถังซีเมนต์สำเร็จรูป ศก. 80 ซม.","อัน ","191.59   ","191.59 ","  "]
[297," สายไฟฟ้าเดินภายในอาคาร VAF สายแบนแกนคู่ ขนาด 2 x 1.5 ตร.มม. ยาว 100 ม.","ม้วน ","1,490.65   ","1,490.65 ","  "]
[298," สายไฟฟ้าเดินภายในอาคาร VAF สายแบนแกนคู่ ขนาด 2 x 2.5 ตร.มม. ยาว 100 ม.","ม้วน ","1,850.47   ","1,850.47 ","  "]
[299," สายไฟฟ้า VAF สายแบนแกนคู่ แรงดัน 300 โวลท์ ขนาด 2 x 1.5 ตร.มม. ยาว 100 เมตร ตราบางกอกเคเบิล","ม้วน ","1,200.00   ","1,200.00 ","  "]
[300," สายไฟฟ้า VAF สายแบนแกนคู่ แรงดัน 300 โวลท์ ขนาด 2 x 2.5 ตร.มม. ยาว 100 เมตร ตราบางกอกเคเบิล","ม้วน ","2,000.00   ","2,000.00 ","  "]
[301," สายเคเบิล VVF สายแบนแกนคู่ แรงดัน 750 โวลท์ ขนาด 2 x 1.5 ตร.มม. ยาว 100 เมตร ตราบางกอกเคเบิล","ม้วน ","1,149.53   ","1,149.53 ","  "]
[302," สายเคเบิล VVF สายแบนแกนคู่ แรงดัน 750 โวลท์ ขนาด 2 x 2.5 ตร.มม. ยาว 100 เมตร ตราบางกอกเคเบิล","ม้วน ","1,900.00   ","1,900.00 ","  "]
[303," สายเคเบิล THW สายกลมแกนเดี่ยว แรงดัน 750 โวลท์ ขนาด 1 x 1.5 ตร.มม. ยาว 100 เมตร ตราบางกอกเคเบิล","ม้วน ","700.00   ","700.00 ","  "]
[304," สายเคเบิล THW สายกลมแกนเดี่ยว แรงดัน 750 โวลท์ ขนาด 1 x 2.5 ตร.มม. ยาว 100 เมตร ตราบางกอกเคเบิล","ม้วน ","1,000.00   ","1,000.00 ","  "]
[305," สวิตช์ไฟฟ้าทางเดียว แบบฝังในผนัง ตราเนชั่นแนล","อัน ","29.91   ","29.91 ","  "]
[306," สวิตช์ไฟฟ้าทางเดียว พร้อมอุปกรณ์ แบบฝังในผนัง ตราเนชั่นแนล","ชุด ","84.11   ","84.11 ","  "]
[307," เต้ารับ (เดี่ยว) แบบฝังในผนัง ตราเนชั่นแนล","อัน ","31.31   ","31.31 ","  "]
[308," เต้าเสียบ แบบ 2 ขา ตราเนชั่นแนล","อัน ","32.71   ","32.71 ","  "]
[309," บัลลาสต์ 36/40 วัตต์ ตราฟิลิปส์","อัน ","92.53   ","92.53 ","  "]
[310," สตาร์ทเตอร์ ขนาด 4-65 วัตต์ ตราฟิลิปส์","อัน ","16.82   ","16.82 ","  "]
[311," สตาร์ทเตอร์ ขนาด 4-65 วัตต์ ตราโตชิบา","อัน ","10.28   ","10.28 ","  "]
[312," หลอดไฟฟ้าฟลูออเรสเซนต์ แบบยาว ขนาด 36 วัตต์ ตราฟิลิปส์","หลอด ","47.67   ","47.67 ","  "]
[313," หลอดไฟฟ้าฟลูออเรสเซนต์ แบบยาว ขนาด 36 วัตต์ ตราโตชิบา ","หลอด ","45.33   ","45.33 ","  "]
[314," หลอดไฟฟ้า แบบเกลียว ขนาด 60 วัตต์ ตราฟิลิปส์","ดวง ","30.38   ","30.38 ","  "]
[315," โถส้วมธรรมดานั่งยอง ไม่มีฐาน แบบราดน้ำ เคลือบขาว ตราคอตโต้ รุ่น C 204","ชิ้น ","649.53   ","649.53 ","  "]
[316," โถส้วมธรรมดานั่งยอง ไม่มีฐาน แบบราดน้ำ เคลือบขาว ตรากะรัต รุ่น K-2510","ชิ้น ","559.81   ","559.81 ","  "]
[317," โถส้วมชักโครกนั่งราบ มีถังพักน้ำ เคลือบขาว ตราคอตโต้ รุ่น C 1401","ชุด ","3,532.71   ","3,532.71 ","  "]
[318," ที่ปัสสาวะเซรามิกชาย ชนิดแขวนผนัง เคลือบขาว ตราคอตโต้ รุ่น C 307","ชิ้น ","949.53   ","949.53 ","  "]
[319," ที่ปัสสาวะเซรามิกชาย ชนิดแขวนผนัง เคลือบขาว ตรากะรัต รุ่น K-3200","ชิ้น ","890.65   ","890.65 ","  "]
[320," ที่ปัสสาวะเซรามิกชาย ชนิดแขวนผนัง เคลือบขาว ตรากะรัต รุ่น K-17389X","ชิ้น ","859.81   ","859.81 ","  "]
[321," อ่างล้างหน้าเซรามิก ชนิดแขวนผนัง เคลือบขาว ตรากะรัต รุ่น K-1210","ชิ้น ","691.59   ","691.59 ","  "]
[322," อ่างล้างหน้าเซรามิก ชนิดแขวนผนัง เคลือบขาว ตราคอตโต้ รุ่น C 005","ชิ้น ","712.62   ","712.62 ","  "]
[323," ที่วางสบู่เซรามิก ชนิดฝังผนัง เคลือบขาว ตราคอตโต้ รุ่น C 805","ชิ้น ","309.35   ","309.35 ","  "]
[324," ที่วางสบู่เซรามิก ชนิดฝังผนัง เคลือบขาว ตรากะรัต รุ่น K-504","ชิ้น ","292.06   ","292.06 ","  "]
[325," ที่วางสบู่เซรามิก ชนิดฝังผนัง เคลือบขาว ตรากะรัต รุ่น K-595","ชิ้น ","228.97   ","228.97 ","  "]
[326," ที่วางสบู่เซรามิก ชนิดฝังผนัง เคลือบขาว ตราคอตโต้ รุ่น C 834","ชิ้น ","420.56   ","420.56 ","  "]
[327," ที่ใส่กระดาษชำระเซรามิก ชนิดฝังผนัง เคลือบขาว ขนาด 6 x 6 นิ้ว ตราคอตโต้ รุ่น C 814","ชิ้น ","310.75   ","350.47 ","12.78 "]
[328," ที่ใส่กระดาษชำระเซรามิก ชนิดฝังผนัง เคลือบขาว ตรากะรัต รุ่น K-503","ชิ้น ","279.44   ","279.44 ","  "]
[329," ที่ใส่กระดาษชำระเซรามิก ชนิดฝังผนัง เคลือบขาว ตรากะรัต รุ่น K-596","ชิ้น ","279.44   ","279.44 ","  "]
[330," ที่ใส่กระดาษชำระเซรามิก ชนิดฝังผนัง เคลือบขาว ตรากะรัต รุ่น K-512","ชิ้น ","193.93   ","193.93 ","  "]
[]
[]
[]
["* หมายถึงราคา Price List     "]

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[null,"เหล็กข้ออ้อย  DB 12 SD40","บ./ตัน",19897.2,76,0,0,null,null,0,76,{"$f":"L8","v":"รถ 10 ล้อ + ลากพ่วง"},null,{"$f":"N8","v":"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"},null,null,null,76,0,0,0,0,0,0,0,0,0,0,0,0,76,0,0,0,0,0,76,{"$f":"IF(R9=0,0,ROUND(AK9/R9,4))","v":1},{"$f":"IF(R9=0,0,IF($L9=\"รถ 6 ล้อ\",VLOOKUP($R9,รวมตารางคำนวณ!$B$11:$D$210,2),IF($L9=\"รถ 10 ล้อ\",VLOOKUP($R9,รวมตารางคำนวณ!$F$11:$H$210,2),IF($L9=\"รถ 10 ล้อ + ลากพ่วง\",VLOOKUP($R9,รวมตารางคำนวณ!$J$11:$L$210,2),0))))","v":114.91},114.91]
[null,"เหล็กข้ออ้อย  DB 16 SD40","บ./ตัน",19570.09,76,0,0,null,null,0,76,"รถ 10 ล้อ + ลากพ่วง",null,{"$f":"N9","v":"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"},null,null,null,76,0,0,0,0,0,0,0,0,0,0,0,0,76,0,0,0,0,0,76,1,{"$f":"IF(R10=0,0,IF($L10=\"รถ 6 ล้อ\",VLOOKUP($R10,รวมตารางคำนวณ!$B$11:$D$210,2),IF($L10=\"รถ 10 ล้อ\",VLOOKUP($R10,รวมตารางคำนวณ!$F$11:$H$210,2),IF($L10=\"รถ 10 ล้อ + ลากพ่วง\",VLOOKUP($R10,รวมตารางคำนวณ!$J$11:$L$210,2),0))))","v":114.91},114.91]
[null,"เหล็กข้ออ้อย  DB 20 SD40","บ./ตัน",19570.09,76,0,0,null,null,0,76,"รถ 10 ล้อ + ลากพ่วง",null,"ราคาพานิชย์จังหวัดสุราษฏร์ธานี",null,null,null,76,0,0,0,0,0,0,0,0,0,0,0,0,76,0,0,0,0,0,76,1,{"$f":"IF(R11=0,0,IF($L11=\"รถ 6 ล้อ\",VLOOKUP($R11,รวมตารางคำนวณ!$B$11:$D$210,2),IF($L11=\"รถ 10 ล้อ\",VLOOKUP($R11,รวมตารางคำนวณ!$F$11:$H$210,2),IF($L11=\"รถ 10 ล้อ + ลากพ่วง\",VLOOKUP($R11,รวมตารางคำนวณ!$J$11:$L$210,2),0))))","v":114.91},114.91]
[null,"เหล็กข้ออ้อย  DB 25 SD40","บ./ตัน",19570.09,76,0,0,null,null,0,76,"รถ 10 ล้อ + ลากพ่วง",null,"ราคาพานิชย์จังหวัดสุราษฏร์ธานี",null,null,null,76,0,0,0,0,0,0,0,0,0,0,0,0,76,0,0,0,0,0,76,1,{"$f":"IF(R12=0,0,IF($L12=\"รถ 6 ล้อ\",VLOOKUP($R12,รวมตารางคำนวณ!$B$11:$D$210,2),IF($L12=\"รถ 10 ล้อ\",VLOOKUP($R12,รวมตารางคำนวณ!$F$11:$H$210,2),IF($L12=\"รถ 10 ล้อ + ลากพ่วง\",VLOOKUP($R12,รวมตารางคำนวณ!$J$11:$L$210,2),0))))","v":114.91},114.91]
[null,"เหล็กข้ออ้อย  DB 28 SD40","บ./ตัน",19570.09,76,0,0,null,null,0,76,"รถ 10 ล้อ + ลากพ่วง",null,"ราคาพานิชย์จังหวัดสุราษฏร์ธานี",null,null,null,76,0,0,0,0,0,0,0,0,0,0,0,0,76,0,0,0,0,0,76,1,{"$f":"IF(R13=0,0,IF($L13=\"รถ 6 ล้อ\",VLOOKUP($R13,รวมตารางคำนวณ!$B$11:$D$210,2),IF($L13=\"รถ 10 ล้อ\",VLOOKUP($R13,รวมตารางคำนวณ!$F$11:$H$210,2),IF($L13=\"รถ 10 ล้อ + ลากพ่วง\",VLOOKUP($R13,รวมตารางคำนวณ!$J$11:$L$210,2),0))))","v":114.91},114.91]
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[null,"ลวดผูกเหล็ก","บ./กก.",31.19," ==>>",null,null,null,null,null,null,null,null,{"$f":"N16","v":"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"}]
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[null,"หินผสมคอนกรีต","บ./ลบ.ม.",350,65,0,0,null,null,0,65,"รถ 10 ล้อ",null,{"$f":"N18","v":"โรงโม่หินผาทอง  อ.กาญจนดิษฐ จ.สุราษ"},null,null,null,65,0,0,0,0,0,0,65,0,0,0,0,0,0,0,0,0,0,0,65,1,{"$f":"IF(R17=0,0,IF($L17=\"รถ 6 ล้อ\",VLOOKUP($R17,รวมตารางคำนวณ!$B$11:$D$210,3),IF($L17=\"รถ 10 ล้อ\",VLOOKUP($R17,รวมตารางคำนวณ!$F$11:$H$210,3),IF($L17=\"รถ 10 ล้อ + ลากพ่วง\",VLOOKUP($R17,รวมตารางคำนวณ!$J$11:$L$210,3),0))))","v":222.07},222.07]
[null,"หินคลุก","บ./ลบ.ม.",280,{"$f":"E17","v":65},0,0,null,null,0,65,{"$f":"L17","v":"รถ 10 ล้อ"},null,"โรงโม่หินผาทอง  อ.กาญจนดิษฐ จ.สุราษ",null,null,null,65,0,0,0,0,0,0,65,0,0,0,0,0,0,0,0,0,0,0,65,1,{"$f":"IF(R18=0,0,IF($L18=\"รถ 6 ล้อ\",VLOOKUP($R18,รวมตารางคำนวณ!$B$11:$D$210,3),IF($L18=\"รถ 10 ล้อ\",VLOOKUP($R18,รวมตารางคำนวณ!$F$11:$H$210,3),IF($L18=\"รถ 10 ล้อ + ลากพ่วง\",VLOOKUP($R18,รวมตารางคำนวณ!$J$11:$L$210,3),0))))","v":222.07},222.07]
[null,"ทรายหยาบ","บ./ลบ.ม.",350,60,0,0,null,null,0,60,"รถ 10 ล้อ",null,"ท่าทรายโซนริมแม่น้ำตาปี ต.ทุ่งหลวง อ.เวียงสระ",null,null,null,60,0,0,0,0,0,0,60,0,0,0,0,0,0,0,0,0,0,0,60,1,{"$f":"IF(R19=0,0,IF($L19=\"รถ 6 ล้อ\",VLOOKUP($R19,รวมตารางคำนวณ!$B$11:$D$210,3),IF($L19=\"รถ 10 ล้อ\",VLOOKUP($R19,รวมตารางคำนวณ!$F$11:$H$210,3),IF($L19=\"รถ 10 ล้อ + ลากพ่วง\",VLOOKUP($R19,รวมตารางคำนวณ!$J$11:$L$210,3),0))))","v":205.14},205.14]
[null,"ลูกรัง","บ./ลบ.ม.",0,0,0,0,null,null,0,0,"รถ 10 ล้อ",null,null,null,null,null,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(R20=0,0,IF($L20=\"รถ 6 ล้อ\",VLOOKUP($R20,รวมตารางคำนวณ!$B$11:$D$210,3),IF($L20=\"รถ 10 ล้อ\",VLOOKUP($R20,รวมตารางคำนวณ!$F$11:$H$210,3),IF($L20=\"รถ 10 ล้อ + ลากพ่วง\",VLOOKUP($R20,รวมตารางคำนวณ!$J$11:$L$210,3),0))))","v":0},0]
[null,"ทรายถม","บ./ลบ.ม.",250,{"$f":"E19","v":60},0,0,null,null,0,60,"รถ 10 ล้อ",null,{"$f":"N19","v":"ท่าทรายโซนริมแม่น้ำตาปี ต.ทุ่งหลวง อ.เวียงสระ"},null,null,null,60,0,0,0,0,0,0,60,0,0,0,0,0,0,0,0,0,0,0,60,1,{"$f":"IF(R21=0,0,IF($L21=\"รถ 6 ล้อ\",VLOOKUP($R21,รวมตารางคำนวณ!$B$11:$D$210,3),IF($L21=\"รถ 10 ล้อ\",VLOOKUP($R21,รวมตารางคำนวณ!$F$11:$H$210,3),IF($L21=\"รถ 10 ล้อ + ลากพ่วง\",VLOOKUP($R21,รวมตารางคำนวณ!$J$11:$L$210,3),0))))","v":205.14},205.14]
[null,"ดินถม","บ./ลบ.ม.",0,null,0,0,null,null,0,0,"รถ 10 ล้อ",null,"อ.เวียงสระ",null,null,null,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(R22=0,0,IF($L22=\"รถ 6 ล้อ\",VLOOKUP($R22,รวมตารางคำนวณ!$B$11:$D$210,3),IF($L22=\"รถ 10 ล้อ\",VLOOKUP($R22,รวมตารางคำนวณ!$F$11:$H$210,3),IF($L22=\"รถ 10 ล้อ + ลากพ่วง\",VLOOKUP($R22,รวมตารางคำนวณ!$J$11:$L$210,3),0))))","v":0},0]
[null,"ท่อกลมขนาด  ø  0.30 ม. ","ท่อน",350.47,60,0,0,null,null,0,60,"รถ 10 ล้อ",null,{"$f":"N7","v":"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"},null,null,null,60,0,0,0,0,0,0,60,0,0,0,0,0,0,0,0,0,0,0,60,1,{"$f":"IF(R23=0,0,IF($L23=\"รถ 6 ล้อ\",VLOOKUP($R23,รวมตารางคำนวณ!$B$11:$D$210,2),IF($L23=\"รถ 10 ล้อ\",VLOOKUP($R23,รวมตารางคำนวณ!$F$11:$H$210,2),IF($L23=\"รถ 10 ล้อ + ลากพ่วง\",VLOOKUP($R23,รวมตารางคำนวณ!$J$11:$L$210,2),0))))","v":146.53},146.53]
[null,"ท่อกลมขนาด  ø  0.40 ม.","ท่อน",455.6,{"$f":"E23","v":60},0,0,null,null,0,60,{"$f":"L23","v":"รถ 10 ล้อ"},null,{"$f":"N23","v":"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"},null,null,null,60,0,0,0,0,0,0,60,0,0,0,0,0,0,0,0,0,0,0,60,1,{"$f":"IF(R24=0,0,IF($L24=\"รถ 6 ล้อ\",VLOOKUP($R24,รวมตารางคำนวณ!$B$11:$D$210,2),IF($L24=\"รถ 10 ล้อ\",VLOOKUP($R24,รวมตารางคำนวณ!$F$11:$H$210,2),IF($L24=\"รถ 10 ล้อ + ลากพ่วง\",VLOOKUP($R24,รวมตารางคำนวณ!$J$11:$L$210,2),0))))","v":146.53},146.53]
[null,"ท่อกลมขนาด  ø  0.60 ม.","ท่อน",602.80999999999995,60,0,0,null,null,0,60,{"$f":"L24","v":"รถ 10 ล้อ"},null,{"$f":"N24","v":"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"},null,null,null,60,0,0,0,0,0,0,60,0,0,0,0,0,0,0,0,0,0,0,60,1,{"$f":"IF(R25=0,0,IF($L25=\"รถ 6 ล้อ\",VLOOKUP($R25,รวมตารางคำนวณ!$B$11:$D$210,2),IF($L25=\"รถ 10 ล้อ\",VLOOKUP($R25,รวมตารางคำนวณ!$F$11:$H$210,2),IF($L25=\"รถ 10 ล้อ + ลากพ่วง\",VLOOKUP($R25,รวมตารางคำนวณ!$J$11:$L$210,2),0))))","v":146.53},146.53]
[null,"ท่อกลมขนาด  ø  0.80 ม.","ท่อน",1200.9100000000001,60,0,0,null,null,0,60,"รถ 10 ล้อ",null,{"$f":"N25","v":"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"},null,null,null,60,0,0,0,0,0,0,60,0,0,0,0,0,0,0,0,0,0,0,60,1,{"$f":"IF(R26=0,0,IF($L26=\"รถ 6 ล้อ\",VLOOKUP($R26,รวมตารางคำนวณ!$B$11:$D$210,2),IF($L26=\"รถ 10 ล้อ\",VLOOKUP($R26,รวมตารางคำนวณ!$F$11:$H$210,2),IF($L26=\"รถ 10 ล้อ + ลากพ่วง\",VLOOKUP($R26,รวมตารางคำนวณ!$J$11:$L$210,2),0))))","v":146.53},146.53]
[null,"ท่อกลมขนาด  ø  1.00 ม.","ท่อน",1785.05,60,0,0,null,null,0,60,"รถ 10 ล้อ",null,"ราคาพานิชย์จังหวัดสุราษฏร์ธานี",null,null,null,60,0,0,0,0,0,0,60,0,0,0,0,0,0,0,0,0,0,0,60,1,{"$f":"IF(R27=0,0,IF($L27=\"รถ 6 ล้อ\",VLOOKUP($R27,รวมตารางคำนวณ!$B$11:$D$210,2),IF($L27=\"รถ 10 ล้อ\",VLOOKUP($R27,รวมตารางคำนวณ!$F$11:$H$210,2),IF($L27=\"รถ 10 ล้อ + ลากพ่วง\",VLOOKUP($R27,รวมตารางคำนวณ!$J$11:$L$210,2),0))))","v":146.53},146.53]
[null,"ท่อกลมขนาด  ø  1.20 ม.","ท่อน",2710.28,60,0,0,null,null,0,60,"รถ 10 ล้อ",null,"ราคาพานิชย์จังหวัดสุราษฏร์ธานี",null,null,null,60,0,0,0,0,0,0,60,0,0,0,0,0,0,0,0,0,0,0,60,1,{"$f":"IF(R28=0,0,IF($L28=\"รถ 6 ล้อ\",VLOOKUP($R28,รวมตารางคำนวณ!$B$11:$D$210,2),IF($L28=\"รถ 10 ล้อ\",VLOOKUP($R28,รวมตารางคำนวณ!$F$11:$H$210,2),IF($L28=\"รถ 10 ล้อ + ลากพ่วง\",VLOOKUP($R28,รวมตารางคำนวณ!$J$11:$L$210,2),0))))","v":146.53},146.53]
[null,"ท่อกลมขนาด  ø  1.50 ม.","ท่อน",4485.9799999999996,60,0,0,null,null,0,60,"รถ 10 ล้อ",null,"ราคาพานิชย์จังหวัดสุราษฏร์ธานี",null,null,null,60,0,0,0,0,0,0,60,0,0,0,0,0,0,0,0,0,0,0,60,1,{"$f":"IF(R29=0,0,IF($L29=\"รถ 6 ล้อ\",VLOOKUP($R29,รวมตารางคำนวณ!$B$11:$D$210,2),IF($L29=\"รถ 10 ล้อ\",VLOOKUP($R29,รวมตารางคำนวณ!$F$11:$H$210,2),IF($L29=\"รถ 10 ล้อ + ลากพ่วง\",VLOOKUP($R29,รวมตารางคำนวณ!$J$11:$L$210,2),0))))","v":146.53},146.53]
[null,"เสาเข็มสี่เหลี่ยมตัน 0.40x0.40x21 ม.","ท่อน",21396.59,94,0,0,null,null,0,{"$f":"SUM(E30:J30)","v":94},{"$f":"L16","v":"รถ 10 ล้อ + ลากพ่วง"},null,"ราคาพานิชย์จังหวัดนครศรธรรมราช"]
[null,"ไม้กระบากหรือไม้ยางหรือเทียบเท่า ขนาด 1\" x 6\"","ลบ.ฟ.",514,null,null,null,null,null," ==>>",null,null,null,{"$f":"N29","v":"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"}]
[null,"ไม้อัดยาง หนา 4 มม.      ","แผ่น",272.69,null,null,null,null,null," ==>>",null,null,null,"ราคาพานิชย์จังหวัดกระบี่"]
[null,"ไม้คร่าว   1 1/2\" x 3\"      ","ลบ.ฟ.",467.29,null,null,null,null,null," ==>>",null,null,null,{"$f":"N31","v":"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"}]
[null,"ไม้ค้ำยัน  1 1/2\" x 3\" x 0.30 ม.","ต้น",20,null,null,null,null,null," ==>>",null,null,null,"ราคาพานิชย์จังหวัดกระบี่"]
[null,"ไม้ค้ำยัน  1 1/2\" x 3\" x 0.50 ม.","ต้น",25,null,null,null,null,null," ==>>",null,null,null,"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"]
[null,"ตะปู","กก.",37.380000000000003,null,null,null,null,null," ==>>",null,null,null,"ราคาพานิชย์จังหวัดกระบี่"]
[null,"แผ่นโฟม","แผ่น",25,null,null,null,null,null," ==>>",null,null,null,{"$f":"N14","v":"ราคาร้านวัสดุในจังหวัดสุราษฏร์ธานี(รวมค่าขนส่ง)"}]
[null,"ท่อ พีวีซี","ท่อน",57,null,null,null,null,null," ==>>",null,null,null,"ราคาพานิชย์จังหวัดกระบี่"]

{"sheet":"ข้อมูลค่าแรงงาน","index":5,"n_rows":51,"n_cols":8,"rows_kept":51,"cut":false,"hidden":true,"merged":[[41,3,41,5],[0,2,0,6],[2,2,3,2],[2,3,3,3],[2,4,3,4],[2,6,3,6]]}
[null,null,"บัญชีค่าแรงงาน/ดำเนินการสำหรับการถอดแบบคำนวณราคากลางงานก่อสร้าง"]
[]
[null,null,"ลำดับที่","รายการ","หน่วย","ค่าแรง/หน่วย","หมายเหตุ"]
[null,null,null,null,null,"(บาท)"]
[null,null,1,"ขุดดินหลุมฐานรากและถมคืน",null,null,null,"กรอกข้อมูลค่าแรง กรณีมีการเปลี่ยนแปลง"]
[null,null,1.1000000000000001,"ดินทั่วไป","ลบ.ม.",99,"ปริมาณเกิน 100 ลบ.ม. หรือขุดลึกไม่เกิน 1.00 ม.","ตัวเลข  สีเขียว"]
[null,null,null,null,"ลบ.ม.",125,"ปริมาณตั้งแต่ 25-100 ลบ.ม. หรือขุดลึก 1.00 - 1.50 ม."]
[null,null,null,null,"ลบ.ม.",148,"ปริมาณน้อยกว่า 25 ลบ.ม. หรือขุดลึกเกิน 1.50 ม."]
[null,null,1.2,"ดินลูกรัง","ลบ.ม.",194,"ปริมาณเกิน 100 ลบ.ม. หรือขุดลึกไม่เกิน 1.00 ม."]
[null,null,null,null,"ลบ.ม.",239,"ปริมาณตั้งแต่ 25-100 ลบ.ม. หรือขุดลึก 1.00 - 1.50 ม."]
[null,null,null,null,"ลบ.ม.",283,"ปริมาณน้อยกว่า 25 ลบ.ม. หรือขุดลึกเกิน 1.50 ม."]
[]
[null,null,2,"งานดินถมหรือทรายเพื่อปรับระดับ","ลบ.ม.",99,"ขนจากกองใกล้อาคารและปรับระดับ"]
[]
[null,null,3,"งานวัสดุรองก้นหลุม","ลบ.ม.",104,"ใส่อิฐหักรองก้นหลุม"]
[null,null,null,null,"ลบ.ม.",91,"ใส่ทรายรองก้นหลุม"]
[]
[null,null,4,"งานผสมและเทคอนกรีต"]
[null,null,4.0999999999999996,"คอนกรีตหยาบ","ลบ.ม.",398,"รองก้นหลุม"]
[null,null,4.2,"คอนกรีตโครงสร้าง","ลบ.ม.",436,"ทางเท้า ทางระบายน้ำ บ่อพัก ถนนภายในบริเวณ"]
[null,null,null,null,"ลบ.ม.",498,"โครงสร้างและส่วนประกอบอาคารชั้นเดียว"]
[null,null,null,null,"ลบ.ม.",542,"โครงสร้างและส่วนประกอบอาคารหลายชั้น"]
[]
[null,null,4,"เทคอนกรีตผสมเสร็จ","ลบ.ม.",306,"ทางเท้า ทางระบายน้ำ บ่อพัก ถนนภายในบริเวณ"]
[null,null,null,null,"ลบ.ม.",391,"โครงสร้างและส่วนประกอบอาคารชั้นเดียว"]
[null,null,null,null,"ลบ.ม.",485,"โครงสร้างและส่วนประกอบอาคารหลายชั้น"]
[]
[null,null,5,"ประกอบและติดตั้งแบบหล่อคอนกรีต"]
[null,null,5.0999999999999996,"แบบหล่อทั่วไป","ตร.ม.",115,"จำนวนตั้งแต่ 5,000 ตร.ม. ขึ้นไป"]
[null,null,null,null,"ตร.ม.",133,"จำนวนน้อยกว่า 5,000 ตร.ม."]
[null,null,5.2,"แบบหล่อคอนกรีตเปลือย","ตร.ม.",154,"ชนิดผิวเรียบ"]
[null,null,null,null,"ตร.ม.",193,"ชนิดผิวมีบัวลวดลาย"]
[null,null,5.3,"แบบหล่อที่ตั้งสูงเกินปกติ","ตร.ม.",154,"ท้องคานหรือท้องพื้นสูง 5.00 - 7.00 ม."]
[null,null,null,null,"ตร.ม.",180,"ท้องคานหรือท้องพื้นสูงเกิน 7.00 ม."]
[]
[null,null,6,"ตัด ดัด และผูกเหล็กเส้นเสริมคอนกรีต"]
[null,null,null,"ผิวเรียบ","ตัน",4100,"เส้นผ่าศูนย์กลางน้อยกว่า 10 มม."]
[null,null,null,"ผิวเรียบ/ผิวข้ออ้อย","ตัน",3300,"เส้นผ่าศูนย์กลาง ตั้งแต่ 10 มม. ถึง 16 มม."]
[null,null,null,"ผิวเรียบ/ผิวข้ออ้อย","ตัน",2900,"เส้นผ่าศูนย์กลาง 19 มม. ขึ้นไป"]
[null,null,null,"วางตะแกรงเหล็กสำเร็จรูป (Wire mesh)","ตร.ม.",5]
[]
[null,null,null,"ค่าขนขึ้นลงวัสดุ"]
[null,null,null,"ค่าขนขึ้นลงอุปกรณ์",80,"บาท/ตัน"]
[null,null,null,"ค่าขนขึ้นลงยาง  MC",25,"บาท/ตัน"]
[null,null,null,"ค่าขนขึ้นลงยาง  AC",35,"บาท/ตัน"]
[null,null,null,"ค่าขนขึ้นลงยาง  P.M.A",50,"บาท/ตัน"]
[null,null,null,"ค่าขนขึ้นลงเหล็กเส้น",80,"บาท/ตัน"]
[null,null,null,"ค่าขนขึ้นลงปูนซีเมนต์",50,"บาท/ตัน"]
[null,null,"ที่มา : บัญชีค่าแรงงาน  อ้างอิงหรือศึกษาได้จากแนวทางวิธีปฏิบัติและรายละเอียดประกอบการคำนวณราคากลางงานก่อสร้าง(หน้า 34 - 79)  "]
[null,null,"      : ค่าขนขึ้นลงวัสดุ  อ้างอิงหรือศึกษาได้จากหลักเกณฑ์การคำนวณราคากลางงานก่อสร้างทาง สะพานและท่อเหลี่ยม(หน้า 80)  "]
[null,null,"        หลักเกณฑ์การคำนวณราคากลางงานก่อสร้างของทางราชการ  ตามมติ ครม. เมื่อ  วันที่  13  มีนาคม  2555"]

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["แบบฟอร์มสรุปผลการประมาณราคาค่าก่อสร้าง"]
[]
["ส่วนราชการ      ",null,{"$f":"ข้อมูลโครงการ!L11","v":"เทศบาลตำบลบ้านส้อง"},null,null,null,"งบประมาณตั้งจ่ายประจำปี 2562"]
[null,null,{"$f":"[21]Initial!B$3","v":0},null,null,null,{"$f":"[21]Initial!E$3","v":0}]
["ประเภทงาน   ",null,{"$f":"ข้อมูลโครงการ!L10","v":"ก่อสร้างสะพานข้ามคลองหล  ม.18"}]
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[null,null,"1.2.4(1) หล่อ Plank grider สำหรับช่วงความยาว 10.00  ม."]
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[]
[null,null,"1.2.4(2) ค่าติดตั้ง Plank grider    สำหรับช่วงความยาว................ ม."]
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[]
[null,null,"1.2.4(3) งานคอนกรีต Topping"]
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[]
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[null,null,null," - ขนาด DB 16 มม.",null,null,null,null,null,null,"กก.",18,{"$f":"IF(L54=0,0,[8]ราคาต่อหน่วย!$O$717)","v":23.98},431.64,{"$f":"IF(L54=0,0,[8]ปร.5ทช!$I$19)","v":1.2466999999999999},29.89,538.02,null,{"$f":"[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$G$266","v":18},null,null,null,null,null,null,null,0]
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[null,null,null," - ขนาด DB 25 มม.",null,null,null,null,null,null,"กก.",224,{"$f":"IF(L56=0,0,[8]ราคาต่อหน่วย!$O$733)","v":23.98},5371.52,{"$f":"IF(L56=0,0,[8]ปร.5ทช!$I$19)","v":1.2466999999999999},29.89,6695.3600000000006,null,{"$f":"[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$G$268","v":224},null,null,null,null,null,null,null,0]
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[null,null,"2.1.8","CELOTEX WITH TAR",null,null,null,null,null,null,"ตร.ม.",4.47,{"$f":"IF(L60=0,0,[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$I$272)","v":138.88999999999999},620.83000000000004,{"$f":"IF(L60=0,0,[8]ปร.5ทช!$I$19)","v":1.2466999999999999},173.15,773.98050000000001,null,{"$f":"[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$G$272","v":4.47},null,null,null,null,null,null,null,0]
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[null,null,null," - ขนาด RB 6 มม.",null,null,null,null,null,null,"กก.",{"$f":"+IF(T72=0,ROUNDDOWN(S72,2),T72)","v":25},{"$f":"IF(L72=0,0,[8]ราคาต่อหน่วย!$O$629)","v":25.38},634.5,{"$f":"IF(L72=0,0,[8]ปร.5ทช!$I$19)","v":1.2466999999999999},{"$f":"ROUNDDOWN(M72*O72,2)","v":31.64},791,null,{"$f":"[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$G$284","v":25},null,null,null,null,null,null,null,0]
[null,null,null," - ขนาด RB 9 มม.",null,null,null,null,null,null,"กก.",203,{"$f":"IF(L73=0,0,[8]ราคาต่อหน่วย!$O$637)","v":25.38},5152.1400000000003,{"$f":"IF(L73=0,0,[8]ปร.5ทช!$I$19)","v":1.2466999999999999},31.64,6422.92,null,{"$f":"[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$G$285","v":203},null,null,null,null,null,null,null,0]
[null,null,null," - ขนาด DB 12 มม.",null,null,null,null,null,null,"กก.",848,{"$f":"IF(L74=0,0,[8]ราคาต่อหน่วย!$O$709)","v":23.98},20335.04,{"$f":"IF(L74=0,0,[8]ปร.5ทช!$I$19)","v":1.2466999999999999},29.89,25346.720000000001,null,{"$f":"[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$G$286","v":848},null,null,null,null,null,null,null,0]
[null,null,null," - ขนาด DB 16 มม.",null,null,null,null,null,null,"กก.",0,{"$f":"IF(L75=0,0,[8]ราคาต่อหน่วย!$O$717)","v":0},0,{"$f":"IF(L75=0,0,[8]ปร.5ทช!$I$19)","v":0},0,0,null,{"$f":"[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$G$287","v":0},null,null,null,null,null,null,null,0]
[null,null,null," - ขนาด DB 20 มม.",null,null,null,null,null,null,"กก.",0,{"$f":"IF(L76=0,0,[8]ราคาต่อหน่วย!$O$725)","v":0},0,{"$f":"IF(L76=0,0,[8]ปร.5ทช!$I$19)","v":0},0,0,null,{"$f":"[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$G$288","v":0},null,null,null,null,null,null,null,0]
[null,null,null," - ขนาด DB 25 มม.",null,null,null,null,null,null,"กก.",197,{"$f":"IF(L77=0,0,[8]ราคาต่อหน่วย!$O$733)","v":23.98},4724.0600000000004,{"$f":"IF(L77=0,0,[8]ปร.5ทช!$I$19)","v":1.2466999999999999},29.89,5888.33,null,{"$f":"[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$G$289","v":197},null,null,null,null,null,null,null,0]
[null,null,null," - ค่าแรงงานเหล็ก",null,null,null,null,null,null,"กก.",1273,{"$f":"IF(L78=0,0,[8]ข้อมูลโครงการ!$Q$198/1000)","v":2.8010000000000002},3565.67,{"$f":"IF(L78=0,0,[8]ปร.5ทช!$I$19)","v":1.2466999999999999},3.49,4442.7700000000004,null,{"$f":"[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$G$290","v":1273.0000000000002},null,null,null,null,null,null,null,0]
[null,null,null," - ลวดผูกเหล็กใช้ 2.5%",null,null,null,null,null,null,"กก.",32,{"$f":"IF(L79=0,0,[8]แหล่งวัสดุ!$M$43)","v":39.78},1272.96,{"$f":"IF(L79=0,0,[8]ปร.5ทช!$I$19)","v":1.2466999999999999},49.59,1586.88,null,{"$f":"[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$G$291","v":32},null,null,null,null,null,null,null,0]
[null,null,"2.2.7","ทรายถมข้าง BOX",null,null,null,null,null,null,"ลบ.ม.",0,{"$f":"IF(L80=0,0,[8]ราคาต่อหน่วย!$Q$102)","v":0},0,{"$f":"IF(L80=0,0,[8]ปร.5ทช!$I$19)","v":0},0,0,null,{"$f":"[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$G$292","v":0},null,null,null,null,null,null,null,0]
[null,null,"2.2.8","CELOTEX WITH TAR",null,null,null,null,null,null,"ตร.ม.",3.88,{"$f":"IF(L81=0,0,[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$I$272)","v":138.88999999999999},538.89,{"$f":"IF(L81=0,0,[8]ปร.5ทช!$I$19)","v":1.2466999999999999},173.15,671.822,null,{"$f":"[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$G$293","v":3.88},null,null,null,null,null,null,null,0]
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[null,null,null," - ขนาด DB 20 มม.",null,null,null,null,null,null,"กก.",0,{"$f":"IF(L97=0,0,[8]ราคาต่อหน่วย!$O$725)","v":0},0,{"$f":"IF(L97=0,0,[8]ปร.5ทช!$I$19)","v":0},0,0,null,{"$f":"[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$G$309","v":0},null,null,null,null,null,null,null,0]
[null,null,null," - ขนาด DB 25 มม.",null,null,null,null,null,null,"กก.",0,{"$f":"IF(L98=0,0,[8]ราคาต่อหน่วย!$O$733)","v":0},0,{"$f":"IF(L98=0,0,[8]ปร.5ทช!$I$19)","v":0},0,0,null,{"$f":"[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$G$310","v":0},null,null,null,null,null,null,null,0]
[null,null,null," - ค่าแรงงานเหล็ก",null,null,null,null,null,null,"กก.",0,{"$f":"IF(L99=0,0,[8]ข้อมูลโครงการ!$Q$198/1000)","v":0},0,{"$f":"IF(L99=0,0,[8]ปร.5ทช!$I$19)","v":0},0,0,null,{"$f":"[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$G$311","v":0},null,null,null,null,null,null,null,0]
[null,null,null," - ลวดผูกเหล็กใช้ 2.5%",null,null,null,null,null,null,"กก.",0,{"$f":"IF(L100=0,0,[8]แหล่งวัสดุ!$M$43)","v":0},0,{"$f":"IF(L100=0,0,[8]ปร.5ทช!$I$19)","v":0},0,0,null,{"$f":"[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$G$312","v":0},null,null,null,null,null,null,null,0]
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[null,null,null," - ขนาด DB 12 มม.",null,null,null,null,null,null,"กก.",0,{"$f":"IF(L116=0,0,[8]ราคาต่อหน่วย!$O$709)","v":0},0,{"$f":"IF(L116=0,0,[8]ปร.5ทช!$I$19)","v":0},0,0,null,{"$f":"[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$G$328","v":0},null,null,null,null,null,null,null,0]
[null,null,null," - ขนาด DB 16 มม.",null,null,null,null,null,null,"กก.",0,{"$f":"IF(L117=0,0,[8]ราคาต่อหน่วย!$O$717)","v":0},0,{"$f":"IF(L117=0,0,[8]ปร.5ทช!$I$19)","v":0},0,0,null,{"$f":"[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$G$329","v":0},null,null,null,null,null,null,null,0]
[null,null,null," - ขนาด DB 20 มม.",null,null,null,null,null,null,"กก.",0,{"$f":"IF(L118=0,0,[8]ราคาต่อหน่วย!$O$725)","v":0},0,{"$f":"IF(L118=0,0,[8]ปร.5ทช!$I$19)","v":0},0,0,null,{"$f":"[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$G$330","v":0},null,null,null,null,null,null,null,0]
[null,null,null," - ขนาด DB 25 มม.",null,null,null,null,null,null,"กก.",0,{"$f":"IF(L119=0,0,[8]ราคาต่อหน่วย!$O$733)","v":0},0,{"$f":"IF(L119=0,0,[8]ปร.5ทช!$I$19)","v":0},0,0,null,{"$f":"[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$G$331","v":0},null,null,null,null,null,null,null,0]
[null,null,null," - ค่าแรงงานเหล็ก",null,null,null,null,null,null,"กก.",0,{"$f":"IF(L120=0,0,[8]ข้อมูลโครงการ!$Q$198/1000)","v":0},0,{"$f":"IF(L120=0,0,[8]ปร.5ทช!$I$19)","v":0},0,0,null,{"$f":"[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$G$332","v":0},null,null,null,null,null,null,null,0]
[null,null,null," - ลวดผูกเหล็กใช้ 2.5%",null,null,null,null,null,null,"กก.",0,{"$f":"IF(L121=0,0,[8]แหล่งวัสดุ!M43)","v":0},0,{"$f":"IF(L121=0,0,[8]ปร.5ทช!$I$19)","v":0},0,0,null,{"$f":"[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$G$333","v":0},null,null,null,null,null,null,null,0]
[null,null,"2.4.7","ทรายถมข้าง BOX",null,null,null,null,null,null,"ลบ.ม.",0,{"$f":"IF(L122=0,0,[8]ราคาต่อหน่วย!$Q$102)","v":0},0,{"$f":"IF(L122=0,0,[8]ปร.5ทช!$I$19)","v":0},0,0,null,{"$f":"[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$G$334","v":0},null,null,null,null,null,null,null,0]
[null,null,"2.4.8","CELOTEX WITH TAR",null,null,null,null,null,null,"ตร.ม.",0,{"$f":"IF(L123=0,0,[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$I$272)","v":0},0,{"$f":"IF(L123=0,0,[8]ปร.5ทช!$I$19)","v":0},0,0,null,{"$f":"[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$G$335","v":0},null,null,null,null,null,null,null,0]
[null,null,"2.1.9","MASTIC JOINT  SEALER",null,null,null,null,null,null,"ลิตร",0,{"$f":"IF(L124=0,0,[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!$I$336)","v":0},0,{"$f":"IF(L124=0,0,[8]ปร.5ทช!$I$19)","v":0},0,0,null,{"$f":"[8]ราคาต่อหน่วยสะพานท่อเหลี่ยม!G336","v":0}]
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[null,null,null,"รวมราคาต้นทุน /  1  แห่ง",null,null,null,null,null,null,null,null,null,{"$f":"ROUNDDOWN(SUM(N107:N125),0)","v":0},{"$f":"O121","v":0},null,{"$f":"SUM(Q107:Q125)","v":0},null,"โปรแกรม","ป้อนค่าเอง",null,null,null,null,null,null,0]
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[null,{"$f":"IF([8]ข้อมูลโครงสร้างทาง!BL7=0,\"\",\"สรุปรวมค่างานท่อลอดเหลี่ยม คสล.  \"&\" ขนาด \"&[8]ข้อมูลโครงสร้างทาง!$BE$7&\" - \"&[8]ข้อมูลโครงสร้างทาง!$BJ$7)","v":""},null,null,null,null,null,null,null,null,"",{"$f":"+IF(T131=0,ROUNDDOWN(S131,2),T131)","v":0},{"$f":"N105","v":0},{"$f":"L131*M131","v":0},null,null,null,null,{"$f":"[8]ข้อมูลโครงสร้างทาง!$BL$7","v":0},null,null,null,null,null,null,null,{"$f":"AA85","v":0}]
[null,{"$f":"IF([8]ข้อมูลโครงสร้างทาง!BL8=0,\"\",\"สรุปรวมค่างานท่อลอดเหลี่ยม คสล.  \"&\"ขนาด  \"&[8]ข้อมูลโครงสร้างทาง!$BE$8&\" - \"&[8]ข้อมูลโครงสร้างทาง!$BJ$8)","v":""},null,null,null,null,null,null,null,null,"",{"$f":"+IF(T132=0,ROUNDDOWN(S132,2),T132)","v":0},{"$f":"N126","v":0},{"$f":"L132*M132","v":0},null,null,null,null,{"$f":"[8]ข้อมูลโครงสร้างทาง!$BL$8","v":0},null,null,null,null,null,null,null,{"$f":"AA107","v":0}]
[null,null,"รวมค่างานต้นทุนงานสะพานและท่อลอดเหลี่ยม",null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N128:N132)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,1]
[null,null,"FACTOR  F",null,null,null,null,null,null,null,null,null,null,null,{"$f":"O41","v":0},null,null,null,null,null,null,null,null,null,null,null,1]
[null,null,"เป็นเงินค่างานประเมิน",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"N133*O134","v":0},null,null,null,null,null,null,null,null,null,1]
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[]
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[null,null,null,null,null,null,null,null,null,null,null,"ตรวจ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,1]
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[null,null,null,null,null,null,null,null,null,null,null,"ตำแหน่ง",null,null,null,null,null,null,{"$f":"Q135/22","v":0},null,null,null,null,null,null,null,1]

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["แบบสรุปราคากลางงานก่อสร้างทาง  สะพาน  และท่อเหลี่ยม"]
[{"$f":"\"โครงการ\"&ข้อมูลโครงการ!L10&\"  สายทาง\"&ข้อมูลโครงการ!L12&\"  \"&ข้อมูลโครงการ!L13","v":"โครงการก่อสร้างสะพานข้ามคลองหล  ม.18  สายทาง  หมู่ที่ 18 ตำบลบ้านส้อง  อำเภอเวียงสระ จังหวัดสุราษฏร์ธานี"}]
[{"$f":"\"ปริมาณงาน  ผิวจราจรสะพานชนิดไม่มีทางเท้า กว้าง \"&FIXED(ข้อมูลโครงการ!P26,2)&\"  เมตร  สะพานยาว  \"&FIXED(ข้อมูลโครงการ!P28,2)&\"  เมตร  หนา  \"&ข้อมูลโครงการ!P27&\"  เมตร หรือพื้นที่ไม่น้อยกว่า  \"&FIXED(ข้อมูลโครงการ!P26*ข้อมูลโครงการ!P28,2)&\"  ตารางเมตร\"","v":"ปริมาณงาน  ผิวจราจรสะพานชนิดไม่มีทางเท้า กว้าง 5.00  เมตร  สะพานยาว  10.00  เมตร  หนา    เมตร หรือพื้นที่ไม่น้อยกว่า  50.00  ตารางเมตร"},null,null,null,null,null,null,null,null,null,null,null,null,"ปริมาณงาน"]
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["ลำดับ","รายการ",null,null,"หน่วย","จำนวน","ราคาต่อหน่วย","ราคาทุน","FN","ราคาต่อหน่วยxFN","ราคากลาง",null,null,"กรอกข้อมูลเอง"]
[1,"งานปรับเกลี่ยงานกรุยทางถางป่า ขุดตอ ขนาดเบา",null,null,"ตร.ม.",{"$f":"IF(N6=0,ROUND(ปริมาณงาน!L12,2),N6)*1","v":50},{"$f":"ROUND(IF(F6=0,0,'Unit Cost'!L10),2)","v":1.7},{"$f":"ROUND(F6*G6,2)","v":85},{"$f":"IF(H6=0,0,$H$30)","v":1.3347},{"$f":"ROUND(G6*I6,2)","v":2.27},{"$f":"ROUND(H6*I6,2)","v":113.45},null,null,0]
[2,"งานขุดรื้อคันทางเดิมแล้วบดทับ(ลูกรัง)",null,null,"ตร.ม.",{"$f":"ปริมาณงาน!L12*1","v":50},{"$f":"ROUND(IF(F7=0,0,'Unit Cost'!L24),2)","v":10.74},{"$f":"ROUND(F7*G7,2)","v":537},{"$f":"IF(H7=0,0,$H$30)","v":1.3347},{"$f":"ROUND(G7*I7,2)","v":14.33},{"$f":"ROUND(H7*I7,2)","v":716.73},null,null,0]
[3,"งานขุดรื้อคันทางเดิมแล้วบดทับ(ผิว AC หนา 0.05 m.)",null,null,"ตร.ม.",0,{"$f":"'Unit Cost'!L36*0","v":0},0,0,0,0,null,null,0]
[4,"งานตัดขึ้นรูปคันทาง(คิดหนาเฉลี่ย 0.15 m. กว้าง 4.5 m.ยาว 250 m.)",null,null,"ลบ.ม.",{"$f":"ปริมาณงาน!L100","v":0},{"$f":"ROUND(IF(F9=0,0,'Unit Cost'!L89),2)","v":0},{"$f":"ROUND(F9*G9,2)","v":0},0,{"$f":"ROUND(G9*I9,2)","v":0},0,null,null,0]
[5,"งานดินถมคันทางจากแหล่งนอกที่ตั้งโครงการ",null,null,"ลบ.ม.",{"$f":"IF(N10=0,0,N10)","v":0},{"$f":"ROUND(IF(F10=0,0,'Unit Cost'!L110),2)","v":0},0,0,0,0,null,null,0]
[6,"งานรองพื้นทาง(ลูกรัง)",null,null,"ลบ.ม.",0,{"$f":"ROUND(IF(F11=0,0,'Unit Cost'!L130),2)","v":0},0,0,0,0,null,null,0]
[7,"งานพื้นทาง(หินคลุก)",null,null,"ลบ.ม.",0,{"$f":"ROUND(IF(F12=0,0,'Unit Cost'!L140),2)","v":0},0,0,0,0,null,null,0]
[8,"งานทรายรองใต้ผิวทางคอนกรีต",null,null,"ลบ.ม.",{"$f":"ปริมาณงาน!L14*1","v":2.5},{"$f":"ROUND(IF(F13=0,0,'Unit Cost'!L159),2)","v":740.96},{"$f":"ROUND(F13*G13,2)","v":1852.4},{"$f":"IF(H13=0,0,$H$30)","v":1.3347},{"$f":"ROUND(G13*I13,2)","v":988.96},{"$f":"ROUND(H13*I13,2)","v":2472.4},null,null,{"$f":"5*1950*0.05","v":487.5}]
[9,{"$f":"\"ผิวทางปอร์ตแลนด์ซีเมนต์คอนกรีต 240 ksc(Cube) หนา \"&FIXED(ข้อมูลโครงการ!P27,2)&\"  ม.\"","v":"ผิวทางปอร์ตแลนด์ซีเมนต์คอนกรีต 240 ksc(Cube) หนา 0.00  ม."},null,null,"ตร.ม.",{"$f":"IF(N14=0,ROUND(ปริมาณงาน!L16,2),N14)","v":50},{"$f":"ROUND(IF(F14=0,0,'Unit Cost'!L178),2)","v":39.61},1980.5,1.3347,52.87,2643.37,null,null,0]
[10,"Expansion  Joint",null,null,"ม.",{"$f":"IF(N15=0,ROUND(ปริมาณงาน!L44,2),N15)","v":-5},{"$f":"ROUND(IF(F15=0,0,'Unit Cost'!J212),2)","v":97.1},-485.5,1.3347,129.6,-648,null,null,0]
[11,"Contraction  Joint",null,null,"ม.",{"$f":"IF(N16=0,ROUND(ปริมาณงาน!L66,2),N16)","v":5},{"$f":"ROUND(IF(F16=0,0,'Unit Cost'!J245),2)","v":90.48},452.4,1.3347,120.76,603.82000000000005,null,null,0]
[12,"Longitudinal  Joint",null,null,"ม.",{"$f":"IF(N17=0,ROUND(ปริมาณงาน!L83,2),N17)","v":10},{"$f":"ROUND(IF(F17=0,0,'Unit Cost'!J265),2)","v":52.37},523.70000000000005,1.3347,69.900000000000006,698.98,null,null,0]
[13,"งานไหล่ทาง(หินแอนไฮไลท์)",null,null,"ลบ.ม.",{"$f":"IF(N18=0,ROUND(ปริมาณงาน!L98,2),N18)","v":0},{"$f":"ROUND(IF(F18=0,0,'Unit Cost'!L150),2)","v":0},0,0,0,0,null,null,0,{"$f":"0.2*0.5*800","v":80}]
[14,{"$f":"\"งานท่อระบายน้ำขนาด  \"&'Unit Cost'!H277&\"  x 1.00 ม.\"","v":"งานท่อระบายน้ำขนาด  Ø 0.30  x 1.00 ม."},null,null,"ม.",{"$f":"IF(N19=0,0,N19)","v":0},{"$f":"ROUND(IF(F19=0,0,'Unit Cost'!K283),2)","v":0},0,{"$f":"IF(H19=0,0,$H$30)","v":0},0,0,null,null,0]
[15,{"$f":"\"งานท่อระบายน้ำขนาด  \"&'Unit Cost'!H290&\"  x 1.00 ม.\"","v":"งานท่อระบายน้ำขนาด  Ø 0.40  x 1.00 ม."},null,null,"ม.",0,{"$f":"ROUND(IF(F20=0,0,'Unit Cost'!K296),2)","v":0},0,0,0,0,null,null,0]
[16,{"$f":"\"งานท่อระบายน้ำขนาด  \"&'Unit Cost'!H303&\"  x 1.00 ม.\"","v":"งานท่อระบายน้ำขนาด  Ø 0.60  x 1.00 ม."},null,null,"ม.",0,{"$f":"ROUND(IF(F21=0,0,'Unit Cost'!K309),2)","v":0},0,0,0,0,null,null,0]
[17,{"$f":"\"งานท่อระบายน้ำขนาด  \"&'Unit Cost'!H316&\"  x 1.00 ม.\"","v":"งานท่อระบายน้ำขนาด  Ø 0.80  x 1.00 ม."},null,null,"ม.",0,{"$f":"ROUND(IF(F22=0,0,'Unit Cost'!K322),2)","v":0},0,0,0,0,null,null,0]
[18,{"$f":"\"งานท่อระบายน้ำขนาด  \"&'Unit Cost'!H332&\"  x 1.00 ม.\"","v":"งานท่อระบายน้ำขนาด  Ø 1.00  x 1.00 ม."},null,null,"ม.",0,{"$f":"ROUND(IF(F23=0,0,'Unit Cost'!K338),2)","v":0},0,0,0,0,null,null,0]
[19,{"$f":"\"งานท่อระบายน้ำขนาด  \"&'Unit Cost'!H345&\"  x 1.00 ม.\"","v":"งานท่อระบายน้ำขนาด  Ø 1.20  x 1.00 ม."},null,null,"ม.",0,{"$f":"ROUND(IF(F24=0,0,'Unit Cost'!K351),2)","v":0},0,0,0,0,null,null,0]
[20,{"$f":"\"งานท่อระบายน้ำขนาด  \"&'Unit Cost'!H358&\"  x 1.00 ม.\"","v":"งานท่อระบายน้ำขนาด  Ø 1.50  x 1.00 ม."},null,null,"ม.",{"$f":"IF(N25=0,0,N25)","v":0},{"$f":"ROUND(IF(F25=0,0,'Unit Cost'!K364),2)","v":0},0,{"$f":"IF(H25=0,0,$H$30)","v":0},0,0,null,null,0]
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[null,null,null,null,null,null,null,null,{"$f":"\"ตัวอักษร (-\"&BAHTTEXT(K27)&\"-)\"","v":"ตัวอักษร (-หกพันหกร้อยบาทเจ็ดสิบห้าสตางค์-)"},"ปรับยอด",{"$f":"ROUNDDOWN(K26,2)","v":6600.75},null,null,{"$f":"K27/F14","v":132.01499999999999},null,1.3573999999999999,{"$f":"H26*1.3574","v":6713.0216999999993}]
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["①","ผลรวมค่างานต้นทุนงานก่อสร้าง",null,null,null,null,"=",{"$f":"H26","v":4945.5}]
["②","ค่า FACTOR   F งานก่อสร้างทาง",null,null,null,null,"=",{"$f":"'Factor F'!I74","v":1.3347}]
[]
[null,{"$f":"Pr.5!B34","v":0}]
[]
[]
[]
[]
[]
[null,"(ลงชื่อ)",null,"กรรมการกำหนดราคากลาง",null,null,"(ลงชื่อ)",null,null,"กรรมการกำหนดราคากลาง"]
[null,null,{"$f":"Pr.5!C42","v":"( นางจิราวรรณ  จันทร์พุธ )"},null,null,null,null,{"$f":"Pr.5!G42","v":"( นายนพดล   แก้วมหิทธิ์ )"}]
[]
[]
[null,"(ลงชื่อ)",null,"กรรมการกำหนดราคากลาง",null,null,"(ลงชื่อ)",null,null,"กรรมการกำหนดราคากลาง"]
[null,null,{"$f":"Pr.5!C46","v":"( นายจำลอง  นวลสุทธิ์ )"},null,null,null,null,{"$f":"Pr.5!G46","v":"( นายลิขิต  วงค์จุ้ย )"}]
[]
[]
[]
[]
[null,null,null,null,"(ลงชื่อ)",null,null,"ผู้ประมาณการ"]
[null,null,null,null,null,"(นายลิขิต  วงค์จุ้ย)"]
[null,null,null,null,null,"วิศวกรโยธาปฏิบัติการ"]

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[null,"รายการคำนวณแสดงวิธีการหาปริมาณวัสดุเพื่อประมาณราคาค่าก่อสร้าง"]
[null,{"$f":"\"ถนนคอนกรีตเสริมเหล็กสาย\"&ข้อมูลโครงการ!L12&\"  \"&ข้อมูลโครงการ!L13","v":"ถนนคอนกรีตเสริมเหล็กสาย  หมู่ที่ 18 ตำบลบ้านส้อง  อำเภอเวียงสระ จังหวัดสุราษฏร์ธานี"}]
[null,{"$f":"\"ตามแบบ\"&ข้อมูลโครงการ!L11&\"  เลขที่  \"&ข้อมูลโครงการ!L14","v":"ตามแบบเทศบาลตำบลบ้านส้อง  เลขที่  ทต.บ้านส้อง"}]
[null,"ข้อมูลงานถนน  คสล."]
[null,null,"กว้าง",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลโครงการ!P26","v":5},"ม.",{"$f":"\"[\"&R5&\"]\"","v":"[1]"},null,null,null,1]
[null,null,"ยาว",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลโครงการ!P28","v":10},"ม.",{"$f":"\"[\"&R6&\"]\"","v":"[2]"},null,null,null,{"$f":"R5+1","v":2}]
[null,null,"หนา",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลโครงการ!P27","v":0},"ม.","[3]",null,null,null,{"$f":"R6+1","v":3}]
[null,null,"ทรายรองพื้น(หนา)",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลโครงการ!P30","v":0.05},"ม.","[4]",null,null,null,4]
[null,null,"ความกว้างไหล่ทางลูกรัง(ข้างละ)",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลโครงการ!P29","v":0},"ม.","[5]",null,null,null,5]
[null,"รายละเอียดการถอดปริมาณวัสดุ"]
[null,"1.งานปรับเกลี่ยแต่งคันทางเดิม"]
[null,null,{"$f":"\" - ปริมาณงาน = {\"&FIXED(L5,2)&\" + (\"&FIXED(L9,2)&\" x 2.00)\"&\"} x \"&FIXED(L6,2)","v":" - ปริมาณงาน = {5.00 + (0.00 x 2.00)} x 10.00"},null,null,null,null,null,null,null,"=",{"$f":"ROUND((L5+(L9*2))*L6,2)","v":50},"ตร.ม.",{"$f":"\"[\"&R12&\"]={[\"&R5&\"]+([\"&R9&\"]x 2.00)}x[\"&R6&\"]\"","v":"[6]={[1]+([5]x 2.00)}x[2]"},null,null,null,6]
[null,"2. ทรายรองพื้น"]
[null,null,{"$f":"\" - ปริมาณงานทรายรองพื้น = \"&FIXED(L5,2)&\" x \"&FIXED(L6,2)&\" x \"&FIXED(ข้อมูลโครงการ!P30,2)","v":" - ปริมาณงานทรายรองพื้น = 5.00 x 10.00 x 0.05"},null,null,null,null,null,null,null,"=",{"$f":"ROUND(L5*L6*ข้อมูลโครงการ!P30,2)","v":2.5},"ลบ.ม.",{"$f":"\"[\"&R14&\"]=\"&N5&\"x\"&N6&\"x\"&N8","v":"[7]=[1]x[2]x[4]"},null,null,null,7]
[null,"3. งานคอนกรีต"]
[null,null,{"$f":"\"3.1 ปริมาณงานคอนกรีตทั้งโครงการ = \"&FIXED(L5,2)&\" x \"&FIXED(L6,2)","v":"3.1 ปริมาณงานคอนกรีตทั้งโครงการ = 5.00 x 10.00"},null,null,null,null,null,null,null,"=",{"$f":"ROUND(L5*L6,2)","v":50},"ตร.ม.",{"$f":"\"[\"&R16&\"]=\"&N5&\"x\"&N6","v":"[8]=[1]x[2]"},null,null,null,8]
[null,null,"3.2 ปริมาณคอนกรีตต่อหนึ่งแผง"]
[null,null," - ความกว้างของแผงคอนกรีต(จากแบบ)",null,null,null,null,null,null,null,"=",{"$f":"ROUND(IF(ข้อมูลโครงการ!P43=\"มี\",L5/2,L5),2)","v":2.5},"ม.","[9]",null,null,null,9]
[null,null," - ความยาวของแผงคอนกรีต(จากแบบ ระยะ CONTRACTION JOINT)",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลโครงการ!P59","v":10},"ม.","[10]",null,null,null,10]
[null,null,{"$f":"\"…จะได้ปริมาณคอนกรีตต่อแผง = \"&FIXED(L18,2)&\" x \"&FIXED(L19,2)","v":"…จะได้ปริมาณคอนกรีตต่อแผง = 2.50 x 10.00"},null,null,null,null,null,null,null,"=",{"$f":"ROUND(L18*L19,2)","v":25},"ตร.ม.",{"$f":"\"[\"&R20&\"]=\"&N18&\"x\"&N19","v":"[11]=[9]x[10]"},null,null,null,11]
[null,"4. เหล็กเสริมคอนกรีต"]
[null,4.0999999999999996,"เหล็กเสริมคอนกรีต(คิดจากพื้นที่ 1 แผง)"]
[null,null,"4.1.1  กรณีที่  1  ใช้เหล็ก  WIRE  MESH"]
[null,null,null,{"$f":"IF(ข้อมูลโครงการ!P38=\"WIRE MESH\",\"WIRE MESH Dia. \"&ข้อมูลโครงการ!P39&\" mm. @ \"&FIXED(ข้อมูลโครงการ!P40,2)&\" x \"&FIXED(ข้อมูลโครงการ!P41,2)&\" m.# =  \"&FIXED(L18,2)&\" x \"&FIXED(L19,2),\"ดูกรณีที่  2\")","v":"WIRE MESH Dia. 4 mm. @ 0.15 x 0.30 m.# =  2.50 x 10.00"},null,null,null,null,null,null,"=",{"$f":"IF(ข้อมูลโครงการ!P38=\"WIRE MESH\",FIXED(ROUND(L18*L19,2),2),\"ดูกรณีที่  2\")","v":"25.00"},"ตร.ม.",{"$f":"\"[\"&R24&\"]=\"&N18&\"x\"&N19","v":"[12]=[9]x[10]"},null,null,null,12]
[null,null,{"$f":"\"4.1.2  กรณีที่  2  ใช้เหล็ก \"&IF(ข้อมูลโครงการ!P38=\"WIRE MESH\",\"ดูกรณีที 1\",IF(OR(ข้อมูลโครงการ!P38=\"เหล็กเส้นกลม\",ข้อมูลโครงการ!P38=\"เหล็กข้ออ้อย\"),ข้อมูลโครงการ!P38&\"  ขนาด  \"&ข้อมูลโครงการ!P39&\"  มม.\"))","v":"4.1.2  กรณีที่  2  ใช้เหล็ก ดูกรณีที 1"}]
[null,null," -","เหล็กตามขวาง"]
[null,null,null,"ระยะห่างเหล็กตามขวาง @",null,null,null,null,null,null,"=",{"$f":"IF(ข้อมูลโครงการ!P38=\"WIRE MESH\",\"ดูกรณีที่ 1\",ข้อมูลโครงการ!P40)","v":"ดูกรณีที่ 1"},"ม.",{"$f":"\"[\"&R27&\"]\"","v":"[13]"},null,null,null,13]
[null,null,null,{"$f":"IF(ข้อมูลโครงการ!P38=\"WIRE MESH\",\"ดูกรณีที่ 1\",\"หาจำนวนเหล็กตามขวาง = \"&FIXED(L19,2)&\" / \"&FIXED(ข้อมูลโครงการ!P40,2))","v":"ดูกรณีที่ 1"},null,null,null,null,null,null,"=",{"$f":"IF(ข้อมูลโครงการ!P38=\"WIRE MESH\",\"ดูกรณีที่ 1\",ROUND(L19/ข้อมูลโครงการ!P40,2))","v":"ดูกรณีที่ 1"},"ท่อน",{"$f":"\"[\"&R28&\"]= \"&N19&\"/\"&N27","v":"[14]= [10]/[13]"},null,null,null,14]
[null,null,null,{"$f":"IF(ข้อมูลโครงการ!P38=\"WIRE MESH\",\"ดูกรณีที่ 1\",\"ความยาวเหล็กตามขวาง\")","v":"ดูกรณีที่ 1"},null,null,null,null,null,null,"=",{"$f":"IF(ข้อมูลโครงการ!P38=\"WIRE MESH\",\"ดูกรณีที่ 1\",L18)","v":"ดูกรณีที่ 1"},"ม.",{"$f":"\"[\"&R29&\"]=\"&N18","v":"[15]=[9]"},null,null,null,15]
[null,null,null,{"$f":"IF(ข้อมูลโครงการ!P38=\"WIRE MESH\",\"ดูกรณีที่ 1\",\"จะได้ความยาวเหล็กตามขวาง =  \"&FIXED(L28,2)&\" x \"&FIXED(L29,2))","v":"ดูกรณีที่ 1"},null,null,null,null,null,null,"=",{"$f":"IF(ข้อมูลโครงการ!P38=\"WIRE MESH\",\"ดูกรณีที่ 1\",ROUND(L28*L29,2))","v":"ดูกรณีที่ 1"},"ม.",{"$f":"\"[\"&R30&\"]=[\"&R28&\"]x[\"&R29&\"]\"","v":"[16]=[14]x[15]"},null,null,null,16]
[null,null," -","เหล็กตามยาว"]
[null,null,null,"ระยะเหล็กตามยาว @",null,null,null,null,null,null,"=",{"$f":"IF(ข้อมูลโครงการ!P38=\"WIRE MESH\",\"ดูกรณีที่ 1\",ข้อมูลโครงการ!P41)","v":"ดูกรณีที่ 1"},"ม.","[17]",null,null,null,17]
[null,null,null,{"$f":"IF(ข้อมูลโครงการ!P38=\"WIRE MESH\",\"ดูกรณีที่ 1\",\"หาจำนวนเหล็กตามยาว = \"&FIXED(L18,2)&\" / \"&FIXED(ข้อมูลโครงการ!P41,2))","v":"ดูกรณีที่ 1"},null,null,null,null,null,null,"=",{"$f":"IF(ข้อมูลโครงการ!P38=\"WIRE MESH\",\"ดูกรณีที่ 1\",INT(L18/ข้อมูลโครงการ!P41))","v":"ดูกรณีที่ 1"},"ท่อน",{"$f":"\"[\"&R33&\"]= \"&N18&\"/\"&N32","v":"[18]= [9]/[17]"},null,null,null,18]
[null,null,null,{"$f":"IF(ข้อมูลโครงการ!P38=\"WIRE MESH\",\"ดูกรณีที่ 1\",\"ความยาวเหล็กตามยาว\")","v":"ดูกรณีที่ 1"},null,null,null,null,null,null,"=",{"$f":"IF(ข้อมูลโครงการ!P38=\"WIRE MESH\",\"ดูกรณีที่ 1\",L19)","v":"ดูกรณีที่ 1"},"ม.",{"$f":"\"[\"&R34&\"]=\"&N19","v":"[19]=[10]"},null,null,null,19]
[null,null,null,{"$f":"IF(ข้อมูลโครงการ!P38=\"WIRE MESH\",\"ดูกรณีที่ 1\",\"จะได้ความยาวเหล็กตามขวาง =  \"&FIXED(L33,2)&\" x \"&FIXED(L34,2))","v":"ดูกรณีที่ 1"},null,null,null,null,null,null,"=",{"$f":"IF(ข้อมูลโครงการ!P38=\"WIRE MESH\",\"ดูกรณีที่ 1\",ROUND(L33*L34,2))","v":"ดูกรณีที่ 1"},"ม.",{"$f":"\"[\"&R35&\"]=[\"&R33&\"]x[\"&R34&\"]\"","v":"[20]=[18]x[19]"},null,null,null,20]
[null,null,null,{"$f":"IF(ข้อมูลโครงการ!P38=\"WIRE MESH\",\"ดูกรณีที่ 1\",\"รวมความยาวเหล็ก\"&ข้อมูลโครงการ!P38&\"  ขนาด  \"&ข้อมูลโครงการ!P39&\"  มม. =  \"&FIXED(L30,2)&\" + \"&FIXED(L35,2))","v":"ดูกรณีที่ 1"},null,null,null,null,null,null,"=",{"$f":"IF(ข้อมูลโครงการ!P38=\"WIRE MESH\",\"ดูกรณีที่ 1\",ROUND(L30+L35,2))","v":"ดูกรณีที่ 1"},"ม.",{"$f":"\"[\"&R36&\"=[\"&R30&\"]+[\"&R35&\"]\"","v":"[21=[16]+[20]"},null,null,null,21]
[null,null,null,{"$f":"IF(ข้อมูลโครงการ!P38=\"WIRE MESH\",\"ดูกรณีที่ 1\",\"หน่วยน้ำหนัก\"&ข้อมูลโครงการ!P38&\"  ขนาด  \"&ข้อมูลโครงการ!P39&\"  มม.  ความยาว  1  ม.  หนัก  \")","v":"ดูกรณีที่ 1"},null,null,null,null,null,null,"=",{"$f":"IF(ข้อมูลโครงการ!P38=\"WIRE MESH\",\"ดูกรณีที่ 1\",IF(AND(ข้อมูลโครงการ!$P$39=6,ข้อมูลโครงการ!$P$38=\"เหล็กเส้นกลม\"),0.222,IF(AND(ข้อมูลโครงการ!$P$39=9,ข้อมูลโครงการ!$P$38=\"เหล็กเส้นกลม\"),0.499,IF(AND(ข้อมูลโครงการ!$P$39=12,ข้อมูลโครงการ!$P$38=\"เหล็กเส้นกลม\"),0.888,IF(AND(ข้อมูลโครงการ!$P$39=15,ข้อมูลโครงการ!$P$38=\"เหล็กเส้นกลม\"),1.39,IF(AND(ข้อมูลโครงการ!$P$39=12,ข้อมูลโครงการ!$P$38=\"เหล็กข้ออ้อย\"),0.888,IF(AND(ข้อมูลโครงการ!$P$39=16,ข้อมูลโครงการ!$P$38=\"เหล็กข้ออ้อย\"),1.58,0)))))))","v":"ดูกรณีที่ 1"},"กก.","[22]",{"$f":"IF(L37=0,\"มีการกรอกข้อมูลชนิดและขนาดเหล็กผิดพลาด\",\" \")","v":""},null,null,22]
[null,null,null,{"$f":"IF(ข้อมูลโครงการ!P38=\"WIRE MESH\",\"ดูกรณีที่ 1\",\"...จะได้  น้ำหนัก\"&ข้อมูลโครงการ!P38&\"  ขนาด  \"&ข้อมูลโครงการ!P39&\"  มม.  = \"&FIXED(L36,2)&\" x \"&FIXED(L37,3))","v":"ดูกรณีที่ 1"},null,null,null,null,null,null,"=",{"$f":"IF(ข้อมูลโครงการ!P38=\"WIRE MESH\",\"ดูกรณีที่ 1\",ROUND(L36*L37,2))","v":"ดูกรณีที่ 1"},"กก.",{"$f":"\"[\"&R38&\"]=[\"&R36&\"]x\"&N37","v":"[23]=[21]x[22]"},null,null,null,23]
[null,null," -",{"$f":"IF(ข้อมูลโครงการ!P38=\"WIRE MESH\",\"ลวดผูกเหล็ก\",\"ลวดผูกเหล็ก  คิด  25  กก.  ต่อเหล็กเสริม  1,000  กก.(หลักเกณฑ์การถอดแบบฯ ข้อ 14 หน้า 61) งานทางฯ\")","v":"ลวดผูกเหล็ก"}]
[null,null,null,{"$f":"IF(ข้อมูลโครงการ!P38=\"WIRE MESH\",\"ไม่นำมาคิดเนื่องจากใช้เหล็ก WIRE  MESH\",\"...จะได้  ลวดผูกเหล็ก  = (\"&FIXED(L38,2)&\" x \"&\"25)/1,000\")","v":"ไม่นำมาคิดเนื่องจากใช้เหล็ก WIRE  MESH"},null,null,null,null,null,null,"=",{"$f":"IF(ข้อมูลโครงการ!P38=\"WIRE MESH\",0,ROUND((L38*25)/1000,2))","v":0},"กก.",{"$f":"\"[\"&R40&\"]=([\"&R38&\"]x25)/1,000\"","v":"[24]=([23]x25)/1,000"},null,null,null,24]
[null,4.3,"EXPANSION  JOINT"]
[null,null,"ระยะของ  EXPANSION  JOINT(จากแบบ)",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลโครงการ!P52","v":50},"ม.","[25]",null,null,null,25]
[null,null,{"$f":"\" - หาจำนวน  EXPANSION  JOINT  =  (\"&FIXED(L6,2)&\"/\"&FIXED(L42,2)&\") - 1\"","v":" - หาจำนวน  EXPANSION  JOINT  =  (10.00/50.00) - 1"},null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP((L6/L42)-1,0)","v":-1},"ช่วง",{"$f":"\"[\"&R43&\"]=(\"&N6&\"/\"&N42&\")-1\"","v":"[26]=([2]/[25])-1"},null,null,null,{"$f":"R42+1","v":26}]
[null,null,{"$f":"\" - ความยาวทั้งหมดของ  EXPANSION  JOINT  =  \"&FIXED(L5,2)&\" x \"&FIXED(L43,2)","v":" - ความยาวทั้งหมดของ  EXPANSION  JOINT  =  5.00 x -1.00"},null,null,null,null,null,null,null,"=",{"$f":"ROUND(L5*L43,2)","v":-5},"ม.",{"$f":"\"[\"&R44&\"]=\"&N5&\"x[\"&R43&\"]\"","v":"[27]=[1]x[26]"},null,null,null,27]
[null,null,"คิดจากพื้นที่  1  แผง  ของ  EXPANSION  JOINT"]
[null,null,{"$f":"C18","v":" - ความกว้างของแผงคอนกรีต(จากแบบ)"},null,null,null,null,null,null,null,"=",{"$f":"L18","v":2.5},"ม.",{"$f":"\"[\"&R46&\"]=\"&N18","v":"[28]=[9]"},null,null,null,28]
[null,null,{"$f":"\" - Dowel  bar  เหล็กเส้นกลม(จากแบบ)  ขนาด\"","v":" - Dowel  bar  เหล็กเส้นกลม(จากแบบ)  ขนาด"},null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลโครงการ!P54","v":19},"มม.",{"$f":"\"[\"&R47&\"]\"","v":"[29]"},null,null,null,{"$f":"R46+1","v":29}]
[null,null," - ระยะห่างเหล็ก",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลโครงการ!P55","v":0.5},"ม.",{"$f":"\"[\"&R48&\"]\"","v":"[30]"},null,null,null,{"$f":"R47+1","v":30}]
[null,null,{"$f":"\" - หาจำนวนเหล็ก =  \"&FIXED(L46,2)&\" / \"&FIXED(L48,2)","v":" - หาจำนวนเหล็ก =  2.50 / 0.50"},null,null,null,null,null,null,null,"=",{"$f":"ROUND(L46/L48,0)","v":5},"ท่อน",{"$f":"\"[\"&R49&\"]=[\"&R44&\"]/\"&N48","v":"[31]=[27]/[30]"},null,null,null,{"$f":"R48+1","v":31}]
[null,null," - เหล็ก  Dowel  bar  1  ท่อน  ยาว",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลโครงการ!P53","v":0.5},"ม.","[32]",null,null,null,32]
[null,null,{"$f":"\" - หาความยาวเหล็ก  Dowel  bar  =  \"&FIXED(L49,2)&\"  x  \"&FIXED(L50,2)","v":" - หาความยาวเหล็ก  Dowel  bar  =  5.00  x  0.50"},null,null,null,null,null,null,null,"=",{"$f":"ROUND(L49*L50,2)","v":2.5},"ม.",{"$f":"\"[\"&R51&\"]=[\"&R49&\"]x\"&N50","v":"[33]=[31]x[32]"},null,null,null,33]
[null,null,{"$f":"\"หน่วยน้ำหนักเหล็กเส้นกลม  ขนาด  \"&ข้อมูลโครงการ!P54&\"  มม.  ความยาว  1  ม.  หนัก  \"","v":"หน่วยน้ำหนักเหล็กเส้นกลม  ขนาด  19  มม.  ความยาว  1  ม.  หนัก  "},null,null,null,null,null,null,null,"=",{"$f":"ROUND(IF(ข้อมูลโครงการ!P54=15,1.39,IF(ข้อมูลโครงการ!P54=19,2.23,\"error\")),3)","v":2.23},"กก.","[34]",null,null,null,34]
[null,null,{"$f":"\"...จะได้  Dowel  bar  เหล็กเส้นกลม  ขนาด  \"&ข้อมูลโครงการ!P54&\"  มม.  หนัก  = \"&FIXED(L51,2)&\" x \"&FIXED(L52,2)","v":"...จะได้  Dowel  bar  เหล็กเส้นกลม  ขนาด  19  มม.  หนัก  = 2.50 x 2.23"},null,null,null,null,null,null,null,"=",{"$f":"ROUND(L51*L52,2)","v":5.58},"กก.",{"$f":"\"[\"&R53&\"]=[\"&R51&\"]x\"&N52","v":"[35]=[33]x[34]"},null,null,null,35]
[null,null,"METAL CAP  =  จำนวนเหล็ก  Dowel  Bar",null,null,null,null,null,null,null,"=",{"$f":"L49","v":5},"ชุด",{"$f":"\"[\"&R54&\"]=\"&\"[\"&R49&\"]\"","v":"[36]=[31]"},null,null,null,36]
[null,null,"หา  JOINT  FILLTER"]
[null,null," - ความกว้างของร่องหยอดยาง(Joint Sealler)  ตามแบบ",null,null,null,null,null,null,null,"=",{"$f":"ROUND(ข้อมูลโครงการ!P50/100,5)","v":0.02},"ม.","[37]",null,null,null,37]
[null,null," - ความลึกของร่องหยอดยาง(Joint Sealler)  ตามแบบ",null,null,null,null,null,null,null,"=",{"$f":"ROUND(ข้อมูลโครงการ!P51/100,5)","v":0.02},"ม.","[38]",null,null,null,{"$f":"R56+1","v":38}]
[null,null,{"$f":"\" - พื้นที่  Joint  Fillter  = \"&L46&\" x (\"&L7&\" - \"&L56&\")\"","v":" - พื้นที่  Joint  Fillter  = 2.5 x (0 - 0.02)"},null,null,null,null,null,null,null,"=",{"$f":"ROUND(L46*(L7-L57),2)","v":-0.05},"ตร.ม.",{"$f":"\"[\"&R58&\"]=[\"&R46&\"]x([\"&R7&\"]-[\"&R57&\"])\"","v":"[39]=[28]x([3]-[38])"},null,null,null,{"$f":"R57+1","v":39}]
[null,null,"หา  JOINT  SEALLER"]
[null,null,{"$f":"\" - ปริมาณ  Joint  Sealler  = \"&L46&\" x \"&L56&\" x \"&L57&\" x 1,000\"","v":" - ปริมาณ  Joint  Sealler  = 2.5 x 0.02 x 0.02 x 1,000"},null,null,null,null,null,null,null,"=",{"$f":"ROUND((L46*L56*L57)*1000,2)","v":1},"ลิตร","[40]",null,null,null,40]
[null,null,"หาปริมาณไม้แบบ"]
[null,null,{"$f":"\" - ปริมาณไม้แบบ = \"&L46&\" x \"&L7","v":" - ปริมาณไม้แบบ = 2.5 x 0"},null,null,null,null,null,null,null,"=",{"$f":"L46*L7","v":0},"ตร.ม.","[41]",null,null,null,41]
[null,4.4000000000000004,"CONTRACTION  JOINT"]
[null,null,"ระยะของ  CONTRACTION  JOINT",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลโครงการ!P59","v":10},"ม.","[42]",null,null,null,42]
[null,null,{"$f":"\" - จำนวน  CONTRACTION  JOINT =  [(\"&FIXED(L6,2)&\" / \"&FIXED(L64,2)&\") - 1] - \"&FIXED(L43,2)","v":" - จำนวน  CONTRACTION  JOINT =  [(10.00 / 10.00) - 1] - -1.00"},null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP(((L6/L64)-1)-L43,0)","v":1},"ช่วง",{"$f":"\"[\"&R65&\"]={(\"&N6&\"/\"&N64&\") - 1} - [\"&R43&\"]\"","v":"[43]={([2]/[42]) - 1} - [26]"},null,null,null,{"$f":"R64+1","v":43}]
[null,null,{"$f":"\" - ความยาวรวม  CONTRACTION  JOINT  = \"&FIXED(L5,2)&\" x \"&FIXED(L65,2)","v":" - ความยาวรวม  CONTRACTION  JOINT  = 5.00 x 1.00"},null,null,null,null,null,null,null,"=",{"$f":"ROUND(L5*L65,2)","v":5},"ม.",{"$f":"\"[\"&R66&\"]=\"&N5&\"x[\"&R65&\"]\"","v":"[44]=[1]x[43]"},null,null,null,{"$f":"R65+1","v":44}]
[null,null,"คิดจากพื้นที่  1  แผง  ของ  CONTRACTION  JOINT"]
[null,null,{"$f":"C46","v":" - ความกว้างของแผงคอนกรีต(จากแบบ)"},null,null,null,null,null,null,null,"=",{"$f":"L46","v":2.5},"ม.","[45]",null,null,null,45]
[null,null," - Dowel  bar  เหล็กเส้นกลม(จากแบบ)  ขนาด",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลโครงการ!P61","v":19},"มม.","[46]",null,null,null,{"$f":"R68+1","v":46}]
[null,null," - ระยะห่างเหล็ก",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลโครงการ!P62","v":0.5},"ม.","[47]",null,null,null,{"$f":"R69+1","v":47}]
[null,null,{"$f":"\" - หาจำนวนเหล็ก =  \"&FIXED(L68,2)&\" / \"&FIXED(L70,2)","v":" - หาจำนวนเหล็ก =  2.50 / 0.50"},null,null,null,null,null,null,null,"=",{"$f":"ROUND(L68/L70,0)","v":5},"ท่อน",{"$f":"\"[\"&R71&\"]=[\"&R66&\"]/\"&N70","v":"[48]=[44]/[47]"},null,null,null,48]
[null,null," - เหล็ก  Dowel  bar  1  ท่อน  ยาว",null,null,null,null,null,null,null,null,{"$f":"ข้อมูลโครงการ!P60","v":0.5},"ม.","[49]",null,null,null,49]
[null,null,{"$f":"\" - หาความยาวเหล็ก  Dowel  bar  =  \"&FIXED(L71,2)&\"  x  \"&FIXED(L72,2)","v":" - หาความยาวเหล็ก  Dowel  bar  =  5.00  x  0.50"},null,null,null,null,null,null,null,"=",{"$f":"ROUND(L71*L72,2)","v":2.5},"ม.",{"$f":"\"[\"&R73&\"]=[\"&R71&\"]x\"&N72","v":"[50]=[48]x[49]"},null,null,null,50]
[null,null,{"$f":"\"หน่วยน้ำหนักเหล็กเส้นกลม  ขนาด  \"&ข้อมูลโครงการ!P61&\"  มม.  ความยาว  1  ม.  หนัก  \"","v":"หน่วยน้ำหนักเหล็กเส้นกลม  ขนาด  19  มม.  ความยาว  1  ม.  หนัก  "},null,null,null,null,null,null,null,"=",{"$f":"ROUND(IF(ข้อมูลโครงการ!P61=15,1.39,IF(ข้อมูลโครงการ!P61=19,2.23,\"error\")),3)","v":2.23},"กก.","[51]",null,null,null,51]
[null,null,{"$f":"\"...จะได้  Dowel  bar  เหล็กเส้นกลม  ขนาด  \"&ข้อมูลโครงการ!P61&\"  มม.  หนัก = \"&FIXED(L73,2)&\" x \"&FIXED(L74,3)","v":"...จะได้  Dowel  bar  เหล็กเส้นกลม  ขนาด  19  มม.  หนัก = 2.50 x 2.230"},null,null,null,null,null,null,null,"=",{"$f":"ROUND(L73*L74,2)","v":5.58},"กก.",{"$f":"\"[\"&R75&\"]=[\"&R73&\"]x\"&N74","v":"[52]=[50]x[51]"},null,null,null,52]
[null,null,"ความยาว  Joint  เท่ากับ  ความกว้างของแผงคอนกรีต",null,null,null,null,null,null,null,"=",{"$f":"L68","v":2.5},"ม.",{"$f":"\"[\"&R76&\"]=\"&\"[\"&R68&\"]\"","v":"[53]=[45]"},null,null,null,53]
[null,null,"ปริมาณงานทาสี + จาระบี  เท่ากับ  จำนวนเหล็ก  Dowel  Bar",null,null,null,null,null,null,null,"=",{"$f":"L71","v":5},"ชุด",{"$f":"\"[\"&R77&\"]=\"&\"[\"&R71&\"]\"","v":"[54]=[48]"},null,null,null,54]
[null,null,"หา  JOINT  SEALLER"]
[null,null," - ความกว้างของร่องหยอดยาง(Joint Sealler)  ตามแบบ",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลโครงการ!P57/100","v":0.01},"ม.",{"$f":"\"[\"&R79&\"]\"","v":"[55]"},null,null,null,55]
[null,null," - ความลึกของร่องหยอดยาง(Joint Sealler)  ตามแบบ",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลโครงการ!P58/100","v":0.02},"ม.","[56]",null,null,null,{"$f":"R79+1","v":56}]
[null,null,{"$f":"\" - ปริมาณ  Joint  Sealler  = \"&L68&\" x \"&L79&\" x \"&L80&\" x 1,000\"","v":" - ปริมาณ  Joint  Sealler  = 2.5 x 0.01 x 0.02 x 1,000"},null,null,null,null,null,null,null,"=",{"$f":"ROUND((L68*L79*L80)*1000,2)","v":0.5},"ลิตร",{"$f":"\"[\"&R81&\"]=[\"&R79&\"]x\"&N80&\" x 1,000\"","v":"[57]=[55]x[56] x 1,000"},null,null,null,57]
[null,4.2,"LONGITUDINAL  JOINT",null,null,{"$f":"IF(ข้อมูลโครงการ!P43=\"มี\",\" \",ข้อมูลโครงการ!P43)","v":""}]
[null,null,"ความยาวของ  LONGITUDINAL  JOINT",null,null,null,null,null,null,null,"=",{"$f":"IF(ข้อมูลโครงการ!P43=\"มี\",L6,0)","v":10},"ม.",{"$f":"\"[\"&R83&\"]=\"&N6","v":"[58]=[2]"},null,null,null,58]
[null,null,"คิดจากพื้นที่  1  แผง  ของ  LONGITUDINAL  JOINT"]
[null,null,{"$f":"C19","v":" - ความยาวของแผงคอนกรีต(จากแบบ ระยะ CONTRACTION JOINT)"},null,null,null,null,null,null,null,"=",{"$f":"L19","v":10},"ม.",{"$f":"\"[\"&R85&\"]\"","v":"[59]"},null,null,null,59]
[null,null," - Tie  bar  เหล็กข้ออ้อย(จากแบบ)  ขนาด",null,null,null,null,null,null,null,"=",{"$f":"IF(ข้อมูลโครงการ!P43=\"มี\",ข้อมูลโครงการ!P47,0)","v":12},"มม.",{"$f":"\"[\"&R86&\"]\"","v":"[60]"},null,null,null,{"$f":"R85+1","v":60}]
[null,null," - ระยะห่างเหล็ก(จากแบบ)",null,null,null,null,null,null,null,"=",{"$f":"IF(ข้อมูลโครงการ!P43=\"มี\",ข้อมูลโครงการ!P48,0)","v":0.5},"ม.",{"$f":"\"[\"&R87&\"]\"","v":"[61]"},null,null,null,{"$f":"R86+1","v":61}]
[null,null,{"$f":"\" - หาจำนวนเหล็ก =  \"&FIXED(L85,2)&\" / \"&FIXED(L87,2)","v":" - หาจำนวนเหล็ก =  10.00 / 0.50"},null,null,null,null,null,null,null,"=",{"$f":"IF(ข้อมูลโครงการ!P43=\"มี\",ROUND((L85/L87),2),0)","v":20},"ท่อน",{"$f":"\"[\"&R88&\"]=[\"&R83&\"]/\"&N87","v":"[62]=[58]/[61]"},null,null,null,62]
[null,null," - เหล็ก  Tie  bar  1  ท่อน  ยาว(จากแบบ)",null,null,null,null,null,null,null,"=",{"$f":"IF(ข้อมูลโครงการ!P43=\"มี\",ข้อมูลโครงการ!P46,0)","v":0.5},"ม.",{"$f":"\"[\"&R89&\"]\"","v":"[63]"},null,null,null,63]
[null,null,{"$f":"\" - หาความยาวเหล็ก  Tie  bar  =  \"&FIXED(L88,2)&\"  x  \"&FIXED(L89,2)","v":" - หาความยาวเหล็ก  Tie  bar  =  20.00  x  0.50"},null,null,null,null,null,null,null,"=",{"$f":"IF(ข้อมูลโครงการ!P43=\"มี\",ROUND(L88*L89,2),0)","v":10},"ม.",{"$f":"\"[\"&R90&\"]=[\"&R88&\"]x\"&N89","v":"[64]=[62]x[63]"},null,null,null,{"$f":"R89+1","v":64}]
[null,null,{"$f":"\"หน่วยน้ำหนักเหล็กข้ออ้อย  ขนาด  \"&ข้อมูลโครงการ!P47&\"  มม.  ความยาว  1  ม.  หนัก  \"","v":"หน่วยน้ำหนักเหล็กข้ออ้อย  ขนาด  12  มม.  ความยาว  1  ม.  หนัก  "},null,null,null,null,null,null,null,"=",{"$f":"IF(ข้อมูลโครงการ!P43=\"มี\",ROUND(IF(ข้อมูลโครงการ!P47=12,0.888,IF(ข้อมูลโครงการ!P47=16,1.58,IF(ข้อมูลโครงการ!P47=20,2.47,\"error\"))),3),0)","v":0.88800000000000001},"กก.",{"$f":"\"[\"&R91&\"]\"","v":"[65]"},null,null,null,65]
[null,null,{"$f":"\"...จะได้  Tie bar  เหล็กข้ออ้อย  ขนาด  \"&ข้อมูลโครงการ!P47&\"  มม.  หนัก = \"&FIXED(L90,2)&\" x \"&FIXED(L91,3)","v":"...จะได้  Tie bar  เหล็กข้ออ้อย  ขนาด  12  มม.  หนัก = 10.00 x 0.888"},null,null,null,null,null,null,null,"=",{"$f":"IF(ข้อมูลโครงการ!P43=\"มี\",ROUND(L90*L91,2),0)","v":8.8800000000000008},"กก.",{"$f":"\"[\"&R92&\"]=[\"&R90&\"]x\"&N91","v":"[66]=[64]x[65]"},null,null,null,66]
[null,null,"หา  JOINT  SEALLER"]
[null,null," - ความกว้างของร่องหยอดยาง(Joint Sealler)  ตามแบบ",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลโครงการ!P44/100","v":0.01},"ม.",{"$f":"\"[\"&R94&\"]\"","v":"[67]"},null,null,null,67]
[null,null," - ความลึกของร่องหยอดยาง(Joint Sealler)  ตามแบบ",null,null,null,null,null,null,null,"=",{"$f":"ข้อมูลโครงการ!P45/100","v":0.02},"ม.","[68]",null,null,null,{"$f":"R94+1","v":68}]
[null,null,{"$f":"\" - ปริมาณ  Joint  Sealler  = \"&L85&\" x \"&L94&\" x \"&L95&\" x 1,000\"","v":" - ปริมาณ  Joint  Sealler  = 10 x 0.01 x 0.02 x 1,000"},null,null,null,null,null,null,null,"=",{"$f":"ROUND((L85*L94*L95)*1000,2)","v":2},"ลิตร",{"$f":"\"[\"&R96&\"]=[\"&R94&\"]x\"&N95&\" x 1,000\"","v":"[69]=[67]x[68] x 1,000"},null,null,null,{"$f":"R95+1","v":69}]
[null,"5. งานไหล่ทาง"]
[null,null,{"$f":"\" - ปริมาณงาน = (\"&FIXED(L7,2)&\"+\"&FIXED(L8,2)&\") x \"&FIXED(L9,2)&\" x \"&FIXED(L6,2)&\" x 2.00\"","v":" - ปริมาณงาน = (0.00+0.05) x 0.00 x 10.00 x 2.00"},null,null,null,null,null,null,null,"=",{"$f":"ROUND((L7+L8)*L6*L9*2,2)","v":0},"ลบ.ม.",{"$f":"\"[\"&R98&\"]=(\"&N7&\"+\"&N8&\")x\"&N6&\"x\"&N9&\"x2.00\"","v":"[70]=([3]+[4])x[2]x[5]x2.00"},null,null,null,70]
[]
[6,"งานตัดขึ้นรูปคันทาง",null,null,null,null,null,null,null,null,"=",0,{"$f":"M98","v":"ลบ.ม."}]
[null,"คิดงานขุดตัดแต่ง ดันและตักขึ้นรูปคันทาง โดยคิดหนาเฉลี่ยดินขุดตัด 0.15 ม."]
[]
["ปริมาณงานสะพาน"]
["ตอม่อตับริม"]
["คานขวาง"]
["คอนกรีต",null," =0.4*0.4*5",null,{"$f":"0.4*0.4*5","v":0.80000000000000016},"ลบ.ม."]
["ไม้แบบ",null," = 1.2*5",null,{"$f":"1.29*5","v":6.45},"ตร.ม."]
["เหล็ก",null,"ม.","นน/ม.","กก."]
["RB9",null,{"$f":"25*1.6","v":40},0.499,{"$f":"C109*D109","v":19.96},null,null,null,null,null,null,{"$f":"5/0.2","v":25}]
["DB25",null,{"$f":"5*4","v":20},3.8530000000000002,{"$f":"C110*D110","v":77.06}]
[]
["ตอม่อ คิดสูง 2.00 ม."]
["คอนกรีต",null," =0.4*0.4*2",null,{"$f":"0.4*0.4*2","v":0.32000000000000006},"ลบ.ม."]
["ไม้แบบ",null," = 1.60*2",null,{"$f":"1.6*2","v":3.2},"ตร.ม."]
["เหล็ก",null,"ม.","นน/ม.","กก."]
["DB12",null,{"$f":"10*1.6","v":16},0.499,{"$f":"C116*D116","v":7.984},null,null,null,null,null,null,{"$f":"2/0.2","v":10}]
["DB25",null,{"$f":"8*2","v":16},3.8530000000000002,{"$f":"C117*D117","v":61.648000000000003}]
[]
["ผนัง คิดสูง 1.3 ม."]
["คอนกรีต",null," =0.25*1.3*9.4",null,{"$f":"0.25*1.3*9.4","v":3.0550000000000002},"ลบ.ม."]
["ไม้แบบ",null," = 2.60*9.4",null,{"$f":"2.6*9.4","v":24.44},"ตร.ม."]
["เหล็ก",null,"ม.","นน/ม.","กก."]
["w1 RB9",null,{"$f":"43*3.3","v":141.9},0.499,{"$f":"C123*D123","v":70.808099999999996},null,null,null,null,null,null,{"$f":"6.4/0.15","v":42.666666666666671},43]
["B4 DB12",null,{"$f":"9*6.4","v":57.6},0.88800000000000001,{"$f":"C124*D124","v":51.148800000000001},null,null,null,null,null,null,{"$f":"1.3/0.15","v":8.6666666666666679},9]
["St2 RB9",null,{"$f":"33*1.8","v":59.4},0.499,{"$f":"C125*D125","v":29.640599999999999},null,null,null,null,null,null,{"$f":"6.4/0.2","v":32}]
["W2 RB9",null,{"$f":"4*6.4","v":25.6},0.499,12.7744]
[]
["หูช้าง คิดสูง 1.55*2.00 ม."]
["คอนกรีต",null," =1.55*2*0.2",null,{"$f":"1.55*2*0.2","v":0.62000000000000011},"ลบ.ม."]
["ไม้แบบ",null," =1.55*2*2",null,{"$f":"1.55*2*2","v":6.2},"ตร.ม."]
["เหล็ก",null,"ม.","นน/ม.","กก."]
["D2 DB12",null,{"$f":"14*2*2","v":56},0.88800000000000001,{"$f":"C132*D132","v":49.728000000000002},null,null,null,null,null,null,{"$f":"2/0.15","v":13.333333333333334},14]
["D3 DB12",null,{"$f":"14*2*2","v":56},0.88800000000000001,{"$f":"C133*D133","v":49.728000000000002},null,null,null,null,null,null,{"$f":"2/0.15","v":13.333333333333334},14]
["D4 RB9",null,{"$f":"14*2*2","v":56},0.499,{"$f":"C134*D134","v":27.943999999999999},null,null,null,null,null,null,{"$f":"2/0.15","v":13.333333333333334},14]
["D5 DB12",null,{"$f":"7*2*2","v":28},0.88800000000000001,24.864000000000001,null,null,null,null,null,null,{"$f":"2/0.3","v":6.666666666666667},7]
[]
[]
["Cap beam คิดสูง 0.75*0.70 ม.ยาว 6.40"]
["คอนกรีต",null," =0.75*0.7*6.4",null,{"$f":"0.75*0.7*6.4","v":3.3599999999999994},"ลบ.ม."]
["ไม้แบบ",null," =2.15*6.4",null,{"$f":"2.15*6.4","v":13.76},"ตร.ม."]
["เหล็ก",null,"ม.","นน/ม.","กก."]
["B1 DB25",null,{"$f":"8*6.4","v":51.2},3.5830000000000002,{"$f":"C142*D142","v":183.44960000000003}]
["B2 DB12",null,{"$f":"6.4*2","v":12.8},0.88800000000000001,{"$f":"C143*D143","v":11.366400000000001}]
["B6 DB25",null,{"$f":"6.4*1","v":6.4},3.5830000000000002,{"$f":"C144*D144","v":22.931200000000004}]
["B7 DB16",null,{"$f":"6.4*2","v":12.8},1.5780000000000001,20.198400000000003]
["ST1DB12",null,{"$f":"2.9*33","v":95.7},0.88800000000000001,84.9816,null,null,null,null,null,null,{"$f":"6.4/0.2","v":32},33]
["ST5DB12",null,{"$f":"1.1*33","v":36.300000000000004},0.88800000000000001,32.234400000000001,null,null,null,null,null,null,{"$f":"6.4/0.2","v":32},33]
["ST6DB12",null,{"$f":"43*2.25","v":96.75},0.88800000000000001,85.914000000000001,null,null,null,null,null,null,{"$f":"6.4/0.15","v":42.666666666666671},43]
[]
["สรุปตอม่อตับริม"]
[{"$f":"A139","v":"คอนกรีต"},null,{"$f":"E139+E129+E120+E113+E106","v":8.1550000000000011}]
[{"$f":"A140","v":"ไม้แบบ"},null,{"$f":"E140+E130+E121+E114+E107","v":54.050000000000011}]
[{"$f":"A141","v":"เหล็ก"}]
[{"$f":"A109","v":"RB9"},null,{"$f":"E109+E123+E125+E126+E134","v":161.12710000000001}]
[{"$f":"A116","v":"DB12"},null,{"$f":"E116+E124+E132+E133+E135+E143+E146+E147+E148","v":397.94920000000002}]
["DB16",null,{"$f":"E145","v":20.198400000000003}]
["DB20"]
["DB25",null,{"$f":"E110+E117+E142+E144","v":345.08879999999999}]
[]
[]
["ปริมาณงานสะพาน"]
["ตอม่อตับกลาง"]
["คานขวาง"]
["คอนกรีต",null," =0.4*0.4*5",null,{"$f":"0.4*0.4*5","v":0.80000000000000016},"ลบ.ม."]
["ไม้แบบ",null," = 1.2*5",null,{"$f":"1.29*5","v":6.45},"ตร.ม."]
["เหล็ก",null,"ม.","นน/ม.","กก."]
["RB9",null,{"$f":"25*1.6","v":40},0.499,{"$f":"C167*D167","v":19.96},null,null,null,null,null,null,{"$f":"5/0.2","v":25}]
["DB25",null,{"$f":"5*4","v":20},3.8530000000000002,{"$f":"C168*D168","v":77.06}]
[]
["ตอม่อ คิดสูง 2.00 ม."]
["คอนกรีต",null," =0.4*0.4*2",null,{"$f":"0.4*0.4*2","v":0.32000000000000006},"ลบ.ม."]
["ไม้แบบ",null," = 1.60*2",null,{"$f":"1.6*2","v":3.2},"ตร.ม."]
["เหล็ก",null,"ม.","นน/ม.","กก."]
["DB12",null,{"$f":"10*1.6","v":16},0.499,{"$f":"C174*D174","v":7.984},null,null,null,null,null,null,{"$f":"2/0.2","v":10}]
["DB25",null,{"$f":"8*2","v":16},3.8530000000000002,{"$f":"C175*D175","v":61.648000000000003}]
[]
["ผนัง คิดสูง 1.3 ม."]
["คอนกรีต",null," =0.25*1.3*9.4",null,{"$f":"0.25*1.3*9.4*0","v":0},"ลบ.ม."]
["ไม้แบบ",null," = 2.60*9.4",null,{"$f":"2.6*9.4*0","v":0},"ตร.ม."]
["เหล็ก",null,"ม.","นน/ม.","กก."]
["w1 RB9",null,{"$f":"43*3.3","v":141.9},0.499,{"$f":"C181*D181*0","v":0},null,null,null,null,null,null,{"$f":"6.4/0.15","v":42.666666666666671},43]
["B4 DB12",null,{"$f":"9*6.4","v":57.6},0.88800000000000001,{"$f":"C182*D182*0","v":0},null,null,null,null,null,null,{"$f":"1.3/0.15","v":8.6666666666666679},9]
["St2 RB9",null,{"$f":"33*1.8","v":59.4},0.499,{"$f":"C183*D183*0","v":0},null,null,null,null,null,null,{"$f":"6.4/0.2","v":32}]
["W2 RB9",null,{"$f":"4*6.4","v":25.6},0.499,{"$f":"C184*D184*0","v":0}]
[]
["หูช้าง คิดสูง 1.55*2.00 ม."]
["คอนกรีต",null," =1.55*2*0.2",null,{"$f":"1.55*2*0.2*0","v":0},"ลบ.ม."]
["ไม้แบบ",null," =1.55*2*2",null,{"$f":"1.55*2*2*0","v":0},"ตร.ม."]
["เหล็ก",null,"ม.","นน/ม.","กก."]
["D2 DB12",null,{"$f":"14*2*2","v":56},0.88800000000000001,{"$f":"C190*D190*0","v":0},null,null,null,null,null,null,{"$f":"2/0.15","v":13.333333333333334},14]
["D3 DB12",null,{"$f":"14*2*2","v":56},0.88800000000000001,{"$f":"C191*D191*0","v":0},null,null,null,null,null,null,{"$f":"2/0.15","v":13.333333333333334},14]
["D4 RB9",null,{"$f":"14*2*2","v":56},0.499,{"$f":"C192*D192*0","v":0},null,null,null,null,null,null,{"$f":"2/0.15","v":13.333333333333334},14]
["D5 DB12",null,{"$f":"7*2*2","v":28},0.88800000000000001,{"$f":"C193*D193*0","v":0},null,null,null,null,null,null,{"$f":"2/0.3","v":6.666666666666667},7]
[]
[]
["Cap beam คิดสูง 0.60*0.70 ม.ยาว 6.40"]
["คอนกรีต",null," =0.60*0.7*6.4",null,{"$f":"0.6*0.7*6.4","v":2.6880000000000002},"ลบ.ม."]
["ไม้แบบ",null," =2.15*6.4",null,{"$f":"2.15*6.4","v":13.76},"ตร.ม."]
["เหล็ก",null,"ม.","นน/ม.","กก."]
["B1 DB25",null,{"$f":"8*6.4","v":51.2},3.5830000000000002,{"$f":"C200*D200","v":183.44960000000003}]
["B2 DB12",null,{"$f":"6.4*2","v":12.8},0.88800000000000001,{"$f":"C201*D201","v":11.366400000000001}]
["B4 DB25",null,{"$f":"6.4*2","v":12.8},3.5830000000000002,{"$f":"C202*D202","v":45.862400000000008}]
["B5 DB12",null,{"$f":"6.4*4","v":25.6},0.88800000000000001,{"$f":"C203*D203","v":22.732800000000001}]
["ST1DB12",null,{"$f":"2.6*33","v":85.8},0.88800000000000001,76.190399999999997,null,null,null,null,null,null,{"$f":"6.4/0.2","v":32},33]
["ST3DB12",null,{"$f":"1*33","v":33},0.499,16.466999999999999,null,null,null,null,null,null,{"$f":"6.4/0.2","v":32},33]
[]
["สรุปตอม่อตับริม"]
[{"$f":"A197","v":"คอนกรีต"},null,{"$f":"E197+E187+E178+E171+E164","v":3.8080000000000003}]
[{"$f":"A198","v":"ไม้แบบ"},null,{"$f":"E198+E188+E179+E172+E165","v":23.41}]
[{"$f":"A199","v":"เหล็ก"}]
[{"$f":"A167","v":"RB9"},null,{"$f":"E167+E181+E183+E184+E192","v":19.96}]
[{"$f":"A174","v":"DB12"},null,{"$f":"E174+E201+E203+E204+E205","v":134.7406}]
["DB16",null,0]
["DB20"]
["DB25",null,{"$f":"E200+E202+E175+E168","v":368.02000000000004}]

{"sheet":"สรุปวัสดุและค่าดำเนินการ","index":11,"n_rows":49,"n_cols":14,"rows_kept":49,"cut":false,"hidden":true,"merged":[[0,0,0,13],[1,0,1,13],[9,1,11,4],[9,11,10,11]]}
["แบบสรุปข้อมูลค่าวัสดุและค่าดำเนินการ"]
["งานก่อสร้างทาง สะพานและท่อลอดเหลี่ยม"]
[{"$f":"BOQ!A2","v":"โครงการก่อสร้างสะพานข้ามคลองหล  ม.18  สายทาง  หมู่ที่ 18 ตำบลบ้านส้อง  อำเภอเวียงสระ จังหวัดสุราษฏร์ธานี"}]
[{"$f":"BOQ!A3","v":"ปริมาณงาน  ผิวจราจรสะพานชนิดไม่มีทางเท้า กว้าง 5.00  เมตร  สะพานยาว  10.00  เมตร  หนา    เมตร หรือพื้นที่ไม่น้อยกว่า  50.00  ตารางเมตร"}]
[{"$f":"ข้อมูลโครงการ!E6&\"  \"&ข้อมูลโครงการ!L6&\"  \"&ข้อมูลโครงการ!N6&\"  \"&\"ราคาน้ำมันโซล่า ณ อำเภอเมือง  \"&FIXED(ข้อมูลโครงการ!L5-0.5,2)&\" - \"&FIXED(ข้อมูลโครงการ!L5-0.5,0)&\".99 \"&ข้อมูลโครงการ!N5","v":"อยู่ในท้องที่จังหวัด  จังหวัดอื่นๆ  เขตฝนปกติ  ราคาน้ำมันโซล่า ณ อำเภอเมือง  28.00 - 28.99 บาท"}]
["วัสดุก่อสร้างทั่วไปขนส่งโดย  รถบรรทุก  10  ล้อ"]
["วัสดุเหล็กเส้น , ปูนซีเมนต์ , ยางแอสฟัลท์     ขนส่งโดยรถบรรทุก  10  ล้อ + ลากพ่วง"]
["อัตราดอกเบี้ยเงินกู้ ( MLR )",null,null,{"$f":"ข้อมูลโครงการ!P74","v":6},"%","เงินล่วงหน้าจ่าย",null,0,"%"]
["เงินประกันผลงานหัก",null,null,0,"%","ภาษีมูลค่าเพิ่ม",null,7,"%"]
[null,"รายการ",null,null,null,null,"ค่า","ระยะ","ค่า","ค่าขน","ค่าตัด/","รวม"]
["ที่",null,null,null,null,"หน่วย","วัสดุ","ขนส่ง","ขนส่ง","ขึ้นลง","ดัดเหล็ก",null,"ขนส่งด้วยรถ","แหล่งวัสดุ"]
[null,null,null,null,null,null,"(บาท)","(กม.)","(บาท)","(บาท)","(บาท)","(บาท)"]
[1,{"$f":"ข้อมูลวัสดุ!B7","v":"เหล็กเส้นกลม  RB 6"},null,null,null,{"$f":"ข้อมูลวัสดุ!C7","v":"บ./ตัน"},{"$f":"ข้อมูลวัสดุ!D7","v":20338.32},{"$f":"ระยะทางและค่าขนส่ง!AB6","v":76},{"$f":"ระยะทางและค่าขนส่ง!AE6","v":114.91},{"$f":"ข้อมูลค่าแรงงาน!E47","v":80},{"$f":"ข้อมูลค่าแรงงาน!F37","v":4100},{"$f":"ROUND(G13+I13+J13+K13,2)","v":24633.23},{"$f":"ข้อมูลวัสดุ!L7","v":"รถ 10 ล้อ + ลากพ่วง"},{"$f":"ข้อมูลวัสดุ!N7","v":"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"}]
[2,{"$f":"ข้อมูลวัสดุ!B8","v":"เหล็กเส้นกลม  RB 9"},null,null,null,{"$f":"ข้อมูลวัสดุ!C8","v":"บ./ตัน"},{"$f":"ข้อมูลวัสดุ!D8","v":20460.68},{"$f":"ระยะทางและค่าขนส่ง!AB7","v":76},{"$f":"ระยะทางและค่าขนส่ง!AE7","v":114.91},{"$f":"J13","v":80},{"$f":"ข้อมูลค่าแรงงาน!F38","v":3300},{"$f":"ROUND(G14+I14+J14+K14,2)","v":23955.59},{"$f":"ข้อมูลวัสดุ!L8","v":"รถ 10 ล้อ + ลากพ่วง"},{"$f":"ข้อมูลวัสดุ!N8","v":"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"}]
[3,{"$f":"ข้อมูลวัสดุ!B9","v":"เหล็กข้ออ้อย  DB 12 SD40"},null,null,null,{"$f":"ข้อมูลวัสดุ!C9","v":"บ./ตัน"},{"$f":"ข้อมูลวัสดุ!D9","v":19897.2},{"$f":"ระยะทางและค่าขนส่ง!AB8","v":76},{"$f":"ระยะทางและค่าขนส่ง!AE8","v":114.91},{"$f":"J14","v":80},3300,23392.11,{"$f":"ข้อมูลวัสดุ!L9","v":"รถ 10 ล้อ + ลากพ่วง"},{"$f":"ข้อมูลวัสดุ!N9","v":"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"}]
[4,{"$f":"ข้อมูลวัสดุ!B10","v":"เหล็กข้ออ้อย  DB 16 SD40"},null,null,null,{"$f":"ข้อมูลวัสดุ!C10","v":"บ./ตัน"},{"$f":"ข้อมูลวัสดุ!D10","v":19570.09},{"$f":"ระยะทางและค่าขนส่ง!AB9","v":76},{"$f":"ระยะทางและค่าขนส่ง!AE9","v":114.91},80,3300,23065,{"$f":"ข้อมูลวัสดุ!L10","v":"รถ 10 ล้อ + ลากพ่วง"},{"$f":"ข้อมูลวัสดุ!N10","v":"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"}]
[5,{"$f":"ข้อมูลวัสดุ!B11","v":"เหล็กข้ออ้อย  DB 20 SD40"},null,null,null,{"$f":"ข้อมูลวัสดุ!C11","v":"บ./ตัน"},{"$f":"ข้อมูลวัสดุ!D11","v":19570.09},{"$f":"ระยะทางและค่าขนส่ง!AB10","v":76},{"$f":"ระยะทางและค่าขนส่ง!AE10","v":114.91},80,{"$f":"ข้อมูลค่าแรงงาน!F39","v":2900},22665,{"$f":"ข้อมูลวัสดุ!L11","v":"รถ 10 ล้อ + ลากพ่วง"},{"$f":"ข้อมูลวัสดุ!N11","v":"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"}]
[6,{"$f":"ข้อมูลวัสดุ!B12","v":"เหล็กข้ออ้อย  DB 25 SD40"},null,null,null,{"$f":"ข้อมูลวัสดุ!C12","v":"บ./ตัน"},{"$f":"ข้อมูลวัสดุ!D12","v":19570.09},{"$f":"ระยะทางและค่าขนส่ง!AB11","v":76},{"$f":"ระยะทางและค่าขนส่ง!AE11","v":114.91},80,{"$f":"K16","v":3300},23065,{"$f":"ข้อมูลวัสดุ!L12","v":"รถ 10 ล้อ + ลากพ่วง"},{"$f":"ข้อมูลวัสดุ!N12","v":"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"}]
[7,{"$f":"ข้อมูลวัสดุ!B13","v":"เหล็กข้ออ้อย  DB 28 SD40"},null,null,null,{"$f":"ข้อมูลวัสดุ!C13","v":"บ./ตัน"},{"$f":"ข้อมูลวัสดุ!D13","v":19570.09},{"$f":"ระยะทางและค่าขนส่ง!AB12","v":76},{"$f":"ระยะทางและค่าขนส่ง!AE12","v":114.91},80,3300,23065,{"$f":"ข้อมูลวัสดุ!L13","v":"รถ 10 ล้อ + ลากพ่วง"},{"$f":"ข้อมูลวัสดุ!N13","v":"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"}]
[10,{"$f":"ข้อมูลวัสดุ!B14","v":"เหล็ก Wire Mesh Dia 4 มม. @ 0.15 x 0.30 ม."},null,null,null,{"$f":"ข้อมูลวัสดุ!C14","v":"บ./ตร.ม."},{"$f":"ข้อมูลวัสดุ!D14","v":0},0,0,0,5,5,0,{"$f":"ข้อมูลวัสดุ!N14","v":"ราคาร้านวัสดุในจังหวัดสุราษฏร์ธานี(รวมค่าขนส่ง)"}]
[11,{"$f":"ข้อมูลวัสดุ!B15","v":"ลวดผูกเหล็ก"},null,null,null,{"$f":"ข้อมูลวัสดุ!C15","v":"บ./กก."},{"$f":"ข้อมูลวัสดุ!D15","v":31.19},0,0,0,0,31.19,0,{"$f":"ข้อมูลวัสดุ!N15","v":"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"}]
[12,{"$f":"ข้อมูลวัสดุ!B16","v":"ปูนซีเมนต์ปอร์ตแลนด์"},null,null,null,{"$f":"ข้อมูลวัสดุ!C16","v":"บ./ตัน"},{"$f":"ข้อมูลวัสดุ!D16","v":2766.36},{"$f":"ระยะทางและค่าขนส่ง!AB13","v":76},{"$f":"ระยะทางและค่าขนส่ง!AE13","v":114.91},{"$f":"ข้อมูลค่าแรงงาน!E48*0","v":0},0,2881.27,{"$f":"ข้อมูลวัสดุ!L16","v":"รถ 10 ล้อ + ลากพ่วง"},{"$f":"ข้อมูลวัสดุ!N16","v":"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"}]
[13,{"$f":"ข้อมูลวัสดุ!B17","v":"หินผสมคอนกรีต"},null,null,null,{"$f":"ข้อมูลวัสดุ!C17","v":"บ./ลบ.ม."},{"$f":"ข้อมูลวัสดุ!D17","v":350},{"$f":"ระยะทางและค่าขนส่ง!AB14","v":65},{"$f":"ระยะทางและค่าขนส่ง!AE14","v":222.07},0,0,572.07000000000005,{"$f":"ข้อมูลวัสดุ!L17","v":"รถ 10 ล้อ"},{"$f":"ข้อมูลวัสดุ!N17","v":"โรงโม่หินผาทอง  อ.กาญจนดิษฐ จ.สุราษ"}]
[14,{"$f":"ข้อมูลวัสดุ!B18","v":"หินคลุก"},null,null,null,{"$f":"ข้อมูลวัสดุ!C18","v":"บ./ลบ.ม."},{"$f":"ข้อมูลวัสดุ!D18","v":280},{"$f":"ระยะทางและค่าขนส่ง!AB15","v":65},{"$f":"ระยะทางและค่าขนส่ง!AE15","v":222.07},0,0,502.07,{"$f":"ข้อมูลวัสดุ!L18","v":"รถ 10 ล้อ"},{"$f":"ข้อมูลวัสดุ!N18","v":"โรงโม่หินผาทอง  อ.กาญจนดิษฐ จ.สุราษ"}]
[15,{"$f":"ข้อมูลวัสดุ!B19","v":"ทรายหยาบ"},null,null,null,{"$f":"ข้อมูลวัสดุ!C19","v":"บ./ลบ.ม."},{"$f":"ข้อมูลวัสดุ!D19","v":350},{"$f":"ระยะทางและค่าขนส่ง!AB16","v":60},{"$f":"ระยะทางและค่าขนส่ง!AE16","v":205.14},0,0,555.14,{"$f":"ข้อมูลวัสดุ!L19","v":"รถ 10 ล้อ"},{"$f":"ข้อมูลวัสดุ!N19","v":"ท่าทรายโซนริมแม่น้ำตาปี ต.ทุ่งหลวง อ.เวียงสระ"}]
[16,{"$f":"ข้อมูลวัสดุ!B20","v":"ลูกรัง"},null,null,null,{"$f":"ข้อมูลวัสดุ!C20","v":"บ./ลบ.ม."},{"$f":"ข้อมูลวัสดุ!D20","v":0},{"$f":"ระยะทางและค่าขนส่ง!AB17","v":0},{"$f":"ระยะทางและค่าขนส่ง!AE17","v":0},0,0,0,{"$f":"ข้อมูลวัสดุ!L20","v":"รถ 10 ล้อ"}]
[17,{"$f":"ข้อมูลวัสดุ!B21","v":"ทรายถม"},null,null,null,{"$f":"ข้อมูลวัสดุ!C21","v":"บ./ลบ.ม."},{"$f":"ข้อมูลวัสดุ!D21","v":250},{"$f":"ระยะทางและค่าขนส่ง!AB18","v":60},{"$f":"ระยะทางและค่าขนส่ง!AE18","v":205.14},0,0,455.14,{"$f":"ข้อมูลวัสดุ!L21","v":"รถ 10 ล้อ"},{"$f":"ข้อมูลวัสดุ!N21","v":"ท่าทรายโซนริมแม่น้ำตาปี ต.ทุ่งหลวง อ.เวียงสระ"}]
[18,{"$f":"ข้อมูลวัสดุ!B22","v":"ดินถม"},null,null,null,{"$f":"ข้อมูลวัสดุ!C22","v":"บ./ลบ.ม."},{"$f":"ข้อมูลวัสดุ!D22","v":0},{"$f":"ระยะทางและค่าขนส่ง!AB19","v":0},{"$f":"ระยะทางและค่าขนส่ง!AE19","v":0},0,0,0,{"$f":"ข้อมูลวัสดุ!L22","v":"รถ 10 ล้อ"},{"$f":"ข้อมูลวัสดุ!N22","v":"อ.เวียงสระ"}]
[19,{"$f":"ข้อมูลวัสดุ!B23","v":"ท่อกลมขนาด  ø  0.30 ม. "},null,null,null,{"$f":"ข้อมูลวัสดุ!C23","v":"ท่อน"},{"$f":"ข้อมูลวัสดุ!D23","v":350.47},{"$f":"ระยะทางและค่าขนส่ง!AB20","v":60},0,0,0,0,{"$f":"ข้อมูลวัสดุ!L23","v":"รถ 10 ล้อ"},{"$f":"ข้อมูลวัสดุ!N23","v":"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"}]
[20,{"$f":"ข้อมูลวัสดุ!B24","v":"ท่อกลมขนาด  ø  0.40 ม."},null,null,null,{"$f":"ข้อมูลวัสดุ!C24","v":"ท่อน"},{"$f":"ข้อมูลวัสดุ!D24","v":455.6},{"$f":"ระยะทางและค่าขนส่ง!AB21","v":60},0,0,0,0,{"$f":"ข้อมูลวัสดุ!L24","v":"รถ 10 ล้อ"},{"$f":"ข้อมูลวัสดุ!N24","v":"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"}]
[21,{"$f":"ข้อมูลวัสดุ!B25","v":"ท่อกลมขนาด  ø  0.60 ม."},null,null,null,{"$f":"ข้อมูลวัสดุ!C25","v":"ท่อน"},{"$f":"ข้อมูลวัสดุ!D25","v":602.80999999999995},{"$f":"ระยะทางและค่าขนส่ง!AB22","v":60},0,0,0,0,{"$f":"ข้อมูลวัสดุ!L25","v":"รถ 10 ล้อ"},{"$f":"ข้อมูลวัสดุ!N25","v":"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"}]
[22,{"$f":"ข้อมูลวัสดุ!B26","v":"ท่อกลมขนาด  ø  0.80 ม."},null,null,null,{"$f":"ข้อมูลวัสดุ!C26","v":"ท่อน"},{"$f":"ข้อมูลวัสดุ!D26","v":1200.9100000000001},{"$f":"ระยะทางและค่าขนส่ง!AB23","v":60},0,0,0,0,{"$f":"ข้อมูลวัสดุ!L26","v":"รถ 10 ล้อ"},{"$f":"ข้อมูลวัสดุ!N26","v":"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"}]
[23,{"$f":"ข้อมูลวัสดุ!B27","v":"ท่อกลมขนาด  ø  1.00 ม."},null,null,null,{"$f":"ข้อมูลวัสดุ!C27","v":"ท่อน"},{"$f":"ข้อมูลวัสดุ!D27","v":1785.05},{"$f":"ระยะทางและค่าขนส่ง!AB24","v":60},0,0,0,0,{"$f":"ข้อมูลวัสดุ!L27","v":"รถ 10 ล้อ"},{"$f":"ข้อมูลวัสดุ!N27","v":"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"}]
[24,{"$f":"ข้อมูลวัสดุ!B28","v":"ท่อกลมขนาด  ø  1.20 ม."},null,null,null,{"$f":"ข้อมูลวัสดุ!C28","v":"ท่อน"},{"$f":"ข้อมูลวัสดุ!D28","v":2710.28},{"$f":"ระยะทางและค่าขนส่ง!AB25","v":60},0,0,0,0,{"$f":"ข้อมูลวัสดุ!L28","v":"รถ 10 ล้อ"},{"$f":"ข้อมูลวัสดุ!N28","v":"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"}]
[25,{"$f":"ข้อมูลวัสดุ!B29","v":"ท่อกลมขนาด  ø  1.50 ม."},null,null,null,{"$f":"ข้อมูลวัสดุ!C29","v":"ท่อน"},{"$f":"ข้อมูลวัสดุ!D29","v":4485.9799999999996},{"$f":"ระยะทางและค่าขนส่ง!AB26","v":60},0,0,0,0,{"$f":"ข้อมูลวัสดุ!L29","v":"รถ 10 ล้อ"},{"$f":"ข้อมูลวัสดุ!N29","v":"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"}]
[26,{"$f":"ข้อมูลวัสดุ!B30","v":"เสาเข็มสี่เหลี่ยมตัน 0.40x0.40x21 ม."},null,null,null,{"$f":"ข้อมูลวัสดุ!C30","v":"ท่อน"},{"$f":"ข้อมูลวัสดุ!D30","v":21396.59},94,141.97999999999999,3000,null,24538.57,{"$f":"ข้อมูลวัสดุ!L30","v":"รถ 10 ล้อ + ลากพ่วง"},"ราคาพานิชย์จังหวัดนครศรีธรรมราช"]
[27,{"$f":"ข้อมูลวัสดุ!B31","v":"ไม้กระบากหรือไม้ยางหรือเทียบเท่า ขนาด 1\" x 6\""},null,null,null,{"$f":"ข้อมูลวัสดุ!C31","v":"ลบ.ฟ."},{"$f":"ข้อมูลวัสดุ!D31","v":514},0,0,0,0,514,0,{"$f":"ข้อมูลวัสดุ!N31","v":"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"}]
[28,{"$f":"ข้อมูลวัสดุ!B32","v":"ไม้อัดยาง หนา 4 มม.      "},null,null,null,{"$f":"ข้อมูลวัสดุ!C32","v":"แผ่น"},{"$f":"ข้อมูลวัสดุ!D32","v":272.69},0,0,0,0,272.69,0,{"$f":"ข้อมูลวัสดุ!N32","v":"ราคาพานิชย์จังหวัดกระบี่"}]
[29,{"$f":"ข้อมูลวัสดุ!B33","v":"ไม้คร่าว   1 1/2\" x 3\"      "},null,null,null,{"$f":"ข้อมูลวัสดุ!C33","v":"ลบ.ฟ."},{"$f":"ข้อมูลวัสดุ!D33","v":467.29},0,0,0,0,467.29,0,{"$f":"ข้อมูลวัสดุ!N33","v":"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"}]
[30,{"$f":"ข้อมูลวัสดุ!B34","v":"ไม้ค้ำยัน  1 1/2\" x 3\" x 0.30 ม."},null,null,null,{"$f":"ข้อมูลวัสดุ!C34","v":"ต้น"},{"$f":"ข้อมูลวัสดุ!D34","v":20},0,0,0,0,20,0,{"$f":"ข้อมูลวัสดุ!N34","v":"ราคาพานิชย์จังหวัดกระบี่"}]
[31,{"$f":"ข้อมูลวัสดุ!B35","v":"ไม้ค้ำยัน  1 1/2\" x 3\" x 0.50 ม."},null,null,null,{"$f":"ข้อมูลวัสดุ!C35","v":"ต้น"},{"$f":"ข้อมูลวัสดุ!D35","v":25},0,0,0,0,25,0,{"$f":"ข้อมูลวัสดุ!N35","v":"ราคาพานิชย์จังหวัดสุราษฏร์ธานี"}]
[32,{"$f":"ข้อมูลวัสดุ!B36","v":"ตะปู"},null,null,null,{"$f":"ข้อมูลวัสดุ!C36","v":"กก."},{"$f":"ข้อมูลวัสดุ!D36","v":37.380000000000003},0,0,0,0,37.380000000000003,0,{"$f":"ข้อมูลวัสดุ!N36","v":"ราคาพานิชย์จังหวัดกระบี่"}]
[33,{"$f":"ข้อมูลวัสดุ!B37","v":"แผ่นโฟม"},null,null,null,{"$f":"ข้อมูลวัสดุ!C37","v":"แผ่น"},{"$f":"ข้อมูลวัสดุ!D37","v":25},0,0,0,0,25,0,{"$f":"ข้อมูลวัสดุ!N37","v":"ราคาร้านวัสดุในจังหวัดสุราษฏร์ธานี(รวมค่าขนส่ง)"}]
[34,{"$f":"ข้อมูลวัสดุ!B38","v":"ท่อ พีวีซี"},null,null,null,{"$f":"ข้อมูลวัสดุ!C38","v":"ท่อน"},{"$f":"ข้อมูลวัสดุ!D38","v":57},0,0,0,0,57,0,{"$f":"ข้อมูลวัสดุ!N38","v":"ราคาพานิชย์จังหวัดกระบี่"}]
[]
[null,"หมายเหตุ"," - ค่าตัด/ดัดเหล็ก ใช้ตามบัญชีค่าแรงงาน/ดำเนินการสำหรับถอดแบบคำนวณราคากลางงานก่อสร้าง กรมบัญชีกลาง  กระทรวงการคลัง"]
[null,null," - ค่าขนขึ้น-ลงเหล็ก ใช้ตามหลักเกณฑ์การคำนวณราคากลางงานก่อสร้างทาง สะพาน และท่อเหลี่ยม กรมบัญชีกลาง กระทรวงการคลัง  หน้า  80"]
[null,null," - เปอร์เซนต์ลวดผูกเหล็กใช้ตามหลักเกณฑ์การคำนวณราคากลางงานก่อสร้างทาง สะพาน และท่อเหลี่ยม กรมบัญชีกลาง กระทรวงการคลัง"]
[null,null,"   และจะแสดงไว้ในราคาต่อหน่วยของงานส่วนที่มีการเสริมเหล็ก"]

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["การคำนวณระยะทางและค่าขนส่งวัสดุก่อสร้าง"]
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[null,"ลำดับ","รายการ",null,null,null,"ผิวทางลาดยาง",null,null,"ผิวทางลูกรัง",null,null,null,"1.  ระยะทางขนส่งซึ่งเป็นทางราบปกติ  จากแหล่งวัสดุถึงกึ่งกลางหน้างาน(กรณีสิ่งก่อสร้างเป็นทางยาว)"]
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[null,1,"รถบรรทุก  6  ล้อ",null,null,null,1,2.12,2.56,1.24,2.36,2.8,null,"2.  ทางผิวลาดยาง/ทางผิวคอนกรีต"]
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[null,3,"รถบรรทุก  10  ล้อ  มีลากพ่วง",null,null,null,1,2.13,0,1.2,2.33,0,null,null,"ระยะทางลูกเนิน",null,"........................  กม. X ตัวแปรสภาพผิว",null,null,null,null,null," =………………กม."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ระยะทางภูเขา",null,"........................  กม. X ตัวแปรสภาพผิว",null,null,null,null,null," =………………กม."]
[null,"หมายเหตุ"," - ทางลูกเนิน  หมายถึงทางที่มีความลาดชัน 4 - 8 %",null,null,null,null,null,null,null,null,null,null,"3.  ทางผิวลูกรัง"]
[null,null," - ทางภูเขา  หมายถึงทางที่มีความลาดชันมากกว่า  8 %",null,null,null,null,null,null,null,null,null,null,null,"ระยะทางราบ",null,"........................  กม. X ตัวแปรสภาพผิว",null,null,null,null,null," =………………กม."]
[null,null," - การคำนวณค่าขนส่งวัสดุ  ให้นำตัวแปรสภาพผิวทางคูณกับระยะทางตามตัวอย่าง",null,null,null,null,null,null,null,null,null,null,null,"ระยะทางลูกเนิน",null,"........................  กม. X ตัวแปรสภาพผิว",null,null,null,null,null," =………………กม."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ระยะทางภูเขา",null,"........................  กม. X ตัวแปรสภาพผิว",null,null,null,null,null," =………………กม."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"รวมระยะทาง",null,null," =        D",null," =………………กม."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"4.  ตัวแปรค่าขนส่ง",null,null," =     F     =     D/L   =  ………………………"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"5.  ค่าขนส่ง",null,null," =     F  x  ค่าขนส่งจากตารางค่าขนส่งของระยะทางขนส่งกิโลเมตรที่  L"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," =     ……………………….  บาท/ลบ.ม.  หรือ  บาท/ตัน  (แล้วแต่กรณี)"]
[null,"ที่มา : ตารางและหลักเกณ์การคำนวณค่าขนส่งวัสดุก่อสร้าง  อ้างอิงหรือศึกษาได้จากแนวทางวิธีปฏิบัติและรายละเอียดประกอบการคำนวณราคากลางงานก่อสร้าง(หน้า 80 - 362)  หลักเกณฑ์การคำนวณราคากลางงานก่อสร้างของทางราชการ  ตามมติ ครม. เมื่อ  วันที่  13  มีนาคม  2555"]

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[null,2,"ทราย",1.05,"x",{"$f":"สรุปวัสดุและค่าดำเนินการ!L25","v":555.14},"=",{"$f":"TRUNC(D7*F7,2)","v":582.89},{"$f":"0.734*$H$7","v":427.84125999999998},{"$f":"0.8*$H$7","v":466.31200000000001},{"$f":"0.835*$H$7","v":486.71314999999998},{"$f":"0.868*$H$7","v":505.94851999999997},{"$f":"0.728*$H$7","v":424.34391999999997},null,"ค4",null,400,715,"(734)",753,1001,"(1019)",1037,null,null,"ตะปู",null,null,0.25,"กก. @",{"$f":"สรุปวัสดุและค่าดำเนินการ!L42","v":37.380000000000003},"บาท","=",{"$f":"ROUND(AE7*AC7,2)","v":9.35},"บาท/ตร.ม.","[4]",null,null,null,"ค่างานต้นทุน",null,null,null,null,"=",{"$f":"ROUNDDOWN(SUM(AT5:AT6),2)","v":320.97000000000003},"บาท/ลบ.ม.","[6]=[4]+[5]"]
[null,3,"หิน",1.05,"x",{"$f":"สรุปวัสดุและค่าดำเนินการ!L23","v":572.07000000000005},"=",{"$f":"TRUNC(D8*F8,2)","v":600.66999999999996},{"$f":"1.019*$H$8","v":612.08272999999986},{"$f":"1.03*$H$8","v":618.69010000000003},{"$f":"1.07*$H$8","v":642.71690000000001},{"$f":"1.015*$H$8","v":609.68004999999994},{"$f":"1.218*$H$8","v":731.61605999999995},null,"ค3",null,350,768,"(800)",833,1001,"(1030)",1060,null,null,null,null,null,null,null,null,"รวม","=",{"$f":"ROUND(SUM(AH4:AH7),2)","v":671.04},"บาท/ตร.ม.","[5]=[1]+[2]+[3]+[4]"]
[null,4,"ค่าแรงผสม - เท",null,null,null,null,null,0,0,0,0,0,null,"ค2",null,320,809,"(835)",861,1001,"(1070)",1140,null,null,"เนื่องจากใช้งานได้ประมาณ  4  ครั้ง คิดจาก [5]",null,null,null,null,null,null,"=",{"$f":"ROUND(AH8/4,2)","v":167.76},"บาท/ตร.ม.","[6]=[5]/4"]
[null,"รวม",null,null,null,null,null,null,{"$f":"SUM(I6:I9)","v":2250.0559899999998},{"$f":"SUM(J6:J9)","v":2143.8675999999996},{"$f":"SUM(K6:K9)","v":2097.5356499999998},{"$f":"SUM(L6:L9)","v":1992.9742699999999},{"$f":"SUM(M6:M9)","v":1882.0391799999998},null,"ค1",null,290,852,"(868)",885,1001,"(1015)",1029,null,null,"น้ำมันทาผิวไม้(ไม่คิดค่าใช้จ่าย)",null,null,null,null,null,null,"=",0,"บาท/ตร.ม.","[7]",null,null,null,"ค่าแรงผสมและเทคอนกรีต"]
[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,"ค่าแรงไม้แบบ",null,null,null,null,null,null,"=",{"$f":"ข้อมูลค่าแรงงาน!F30","v":133},"บาท/ตร.ม.","[8] (จากบัญชีค่าแรงงานฯ)"]
[null,"กรณีทรายและหินมีหน่วยเป็นปริมาตร",null,null,null,null,null,null,null,null,null,null,null,null,"LEAN CONCRETE 1 : 3 : 5",null,240,null,728,null,null,1218,null,null,null,"รวมค่างานต้นทุน",null,null,null,null,null,null,"=",{"$f":"ROUND(AH9+AH10+AH11,2)","v":300.76},"บาท/ตร.ม.","[9]=[6]+[7]+[8]",null,null,null,1,"งานสะพาน"]
[null,"Class  of  Concrete",null,null,null,null,null,null,"ค4","ค3","ค2","ค1","Lean 1 : 3 : 5",null,null,null,null,null,null,null,null,null,null,null,null,"ราคาที่กำหนด",null,null,null,null,null,null,"=",{"$f":"ROUNDDOWN(AH12,-0.1)","v":300},"บาท/ตร.ม.","[10]=[9]",null,null,null,2,"กำแพงกันดินคอนกรีตเสริมเหล็ก (R.C. Retaining  Wall)"]
[null,"ส่วนผสมคอนกรีต",null,null,null,null,null,null,"400:524:728","350:572:736","320:596:764","290:520:725","240:520:870",null,"2.กรณีทรายและหินมีหน่วยเป็นปริมาตร",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,3,"อ่างรับน้ำคอนกรีตเสริมเหล็ก  (R.C. Manhole)"]
[null,1,"ปูนซีเมนต์ซีเมนต์",1.05,"x",{"$f":"สรุปวัสดุและค่าดำเนินการ!L22","v":2881.27},"=",{"$f":"TRUNC(D15*F15,2)","v":3025.33},{"$f":"0.4*$H$15","v":1210.1320000000001},{"$f":"0.35*$H$15","v":1058.8654999999999},{"$f":"0.32*$H$15","v":968.10559999999998},{"$f":"0.29*$H$15","v":877.34569999999997},{"$f":"0.24*$H$15","v":726.0791999999999},null,"Class",null,"ซีเมนต์","ทราย",null,null,"หิน",null,null,null,null,"ไม้แบบสำหรับงานอย่างง่าย = ไม้แบบ (2) พื้นที่ 1 ตารางเมตร",null,null,null,null,null,null,null,null,null,null,null,null,null,4,"บ่อพักรับน้ำบริเวณเกาะกลาง (Medain  Drop  Inlet)"]
[null,2,"ทราย",1.2,"x",{"$f":"สรุปวัสดุและค่าดำเนินการ!L25","v":555.14},"=",666.16,{"$f":"0.524*$H$16","v":349.06783999999999},{"$f":"0.572*$H$16","v":381.04351999999994},{"$f":"0.596*$H$16","v":397.03135999999995},{"$f":"0.52*$H$16","v":346.40319999999997},{"$f":"0.52*$H$16","v":346.40319999999997},null,"(ชั้น)",null,"(กก.)",null,"(ลิตร)",null,null,{"$f":"S16","v":"(ลิตร)"},null,null,null,"คิดจากพื้นที่",null,null,1,"ตร.ม.",null,null,null,null,null,null,null,null,null,5,"แผงกั้นคอนกรีต (Concrete  Barrier)"]
[null,3,"หิน",1.1499999999999999,"x",{"$f":"สรุปวัสดุและค่าดำเนินการ!L23","v":572.07000000000005},"=",657.88,{"$f":"0.728*$H$17","v":478.93664000000001},{"$f":"0.736*$H$17","v":484.19968},{"$f":"0.764*$H$17","v":502.62031999999999},{"$f":"0.725*$H$17","v":476.96299999999997},{"$f":"0.87*$H$17","v":572.35559999999998},null,null,null,null,"ต่ำสุด",null,"สูงสุด","ต่ำสุด",null,"สูงสุด",null,null,"ไม้กระบากหรือไม้ยางหรือเทียบเท่า",null,null,1,"ลบ.ฟ. @",{"$f":"AE4","v":514},"บาท","=",{"$f":"ROUND(AE17*AC17,2)","v":514},"บาท/ตร.ม.","[1]",null,null,null,6,"กำแพงปากท่อคอนกรีตเสริมเหล็ก (R.C. Concrete  Head  Wall)"]
[null,4,"ค่าแรงผสม - เท",null,null,null,null,null,498,498,498,0,0,null,"ค4",null,400,511,"(524)",538,715,"(728)",741,null,null,"ไม้คร่าว",null,null,0.3,"ลบ.ฟ. @",{"$f":"AE5","v":467.29},"บาท","=",{"$f":"ROUND(AE18*AC18,2)","v":140.19},"บาท/ตร.ม.","[2]",null,null,null,7,"งานคอนกรีตโครงสร้างทั่วไป"]
[null,"รวม",null,null,null,null,null,null,{"$f":"SUM(I15:I18)","v":2536.1364800000001},{"$f":"SUM(J15:J18)","v":2422.1086999999998},{"$f":"SUM(K15:K18)","v":2365.7572799999998},{"$f":"SUM(L15:L18)","v":1700.7119},{"$f":"SUM(M15:M18)","v":1644.8379999999997},null,"ค3",null,350,549,"(572)",595,715,"(736)",757,null,null,"ไม้ค้ำยันแบบ",null,null,0.3,"ต้น @",{"$f":"AE6","v":25},"บาท","=",{"$f":"ROUND(AE19*AC19,2)","v":7.5},"บาท/ตร.ม.","[3]"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ค2",null,320,578,"(596)",615,715,"(764)",841,null,null,"ตะปู",null,null,0.25,"กก. @",{"$f":"AE7","v":37.380000000000003},"บาท","=",{"$f":"ROUND(AE20*AC20,2)","v":9.35},"บาท/ตร.ม.","[4]",null,null,null,"หมายเหตุ"]
[null,"หมายเหตุ",null,null,null,null,null,null,null,null,null,null,null,null,"ค1",null,290,609,"(620)",632,715,"(725)",735,null,null,null,null,null,null,null,null,"รวม","=",{"$f":"ROUND(SUM(AH17:AH20),2)","v":671.04},"บาท/ตร.ม.","[5]=[1]+[2]+[3]+[4]",null,null,null,1,"ค่าแรงงานรายการ  ข้อ  1 - ข้อ  6  ให้ใช้ค่าแรงงานต่อหน่วยตามบัญชีค่าแรงงาน/ดำเนินการสำหรับการถอดแบบคำนวณราคากลางงานก่อสร้าง"]
[null,null,"ในส่วนของข้อมูลงานคอนกรีตนี้ ผู้มีหน้าที่คำนวณราคากลางสามารถปรับใช้ตามตารางข้อมูลงานคอนกรีต Class ต่างๆ ตามมาตรฐานของกรมทางหลวงหรือกรมทางหลวง",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"เนื่องจากใช้งานได้ประมาณ  5  ครั้ง คิดจาก [5]",null,null,null,null,null,null,"=",{"$f":"ROUND(AH21/5,2)","v":134.21},"บาท/ตร.ม.","[6]=[5]/5",null,null,null,null,"ที่ใช้กับงานก่อสร้างอาคารในส่วนของงานโครงสร้างและส่วนประกอบสำหรับอาคารชั้นเดียว"]
[null,null,"ชนบท ได้ตามข้อมูล/ข้อเท็จจริงสำหรับโครงการ/งานก่อสร้างนั้น ส่วนกรณีที่เป็นกำลังคอนกรีตอื่นนอกเหนือจากมาตรฐานของกรมทางหลวงหรือกรมทางหลวงชนบทตาม",null,null,null,null,null,null,null,null,null,null,null,"LEAN CONCRETE 1 : 3 : 5",null,240,null,520,null,null,870,null,null,null,"น้ำมันทาผิวไม้(ไม่คิดค่าใช้จ่าย)",null,null,null,null,null,null,"=",{"$f":"AH10","v":0},"บาท/ตร.ม.","[7]",null,null,null,2,"ค่าแรงงานรายการ  ข้อ  7  ให้ใช้ค่าแรงงานต่อหน่วยตามบัญชีค่าแรงงาน/ดำเนินการสำหรับการถอดแบบคำนวณราคากลางงานก่อสร้าง"]
[null,null,"ตารางดังกล่าวให้ผู้ออกแบบโครงการ/งานก่อสร้างนั้น กำหนดสัดส่วนหรืออัตราส่วนผสมขึ้นใหม่ตามหลักการทางวิศวกรรม โดยต้องระบุปริมาณปูนซีเมนต์และหรือวัสดุที่ให้ใช้",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ค่าแรงไม้แบบ",null,null,null,null,null,null,"=",{"$f":"ROUND(AH11,2)","v":133},"บาท/ตร.ม.","[8] (จากบัญชีค่าแรงงานฯ)",null,null,null,null,"ที่ใช้กับงานก่อสร้างอาคารในส่วนของงานทางเท้า  ทางระบายน้ำ  บ่อพัก  และถนนภายในบริเวณอาคาร"]
[null,null,"ขั้นต่ำในขั้นตอนการก่อสร้างไว้ด้วย และให้ผู้มีหน้าที่ในการคำนวณราคากลางใช้ปริมาณปูนซีเมนต์และหรือวัสดุขั้นต่ำนั้นในการกำหนดข้อมูลเพื่อคำนวณราคากลาง",null,null,null,null,null,null,null,null,null,null,null,"หมายเหตุ"," - ตัวเลขในวงเล็บเป็นค่ากลางที่ใช้ในการคำนวณราคากลาง",null,null,null,null,null,null,null,null,null,"รวมค่างานต้นทุน",null,null,null,null,null,null,"=",{"$f":"ROUND(AH22+AH23+AH24,2)","v":267.20999999999998},"บาท/ตร.ม.","[9]=[6]+[7]+[8]"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," - กรณีที่มีการออกแบบอัตราส่วนของวัสดุในคอนกรีตไว้แล้ว  อาจใช้อัตราส่วนของวัสดุในคอนกรีตในการคำนวณราคากลาง",null,null,null,null,null,null,null,null,null,"ราคาที่กำหนด",null,null,null,null,null,null,"=",{"$f":"ROUNDDOWN(AH25,-0.1)","v":267},"บาท/ตร.ม.","[10]=[9]"]
[null,"ที่มา : ตารางและข้อมูลงาน Class ต่างๆ ตามมาตรฐานทางหลวงชนบท  อ้างอิงหรือศึกษาได้จากหลักเกณฑ์การคำนวณราคากลางงานก่อสร้างทาง  สะพาน  และท่อเหลี่ยม(หน้า 22 - 23)",null,null,null,null,null,null,null,null,null,null,null,null,null," - อัตราส่วนของวัสดุใน Class  ต่างๆ  ตามตาราง  คำนวณจากปริมาตรคอนกรีต  1  ลบ.ม.(แน่น)  ซึ่งปริมาตรของทรายและหินที่แสดงใน"]
[null,null,"ทั้งนี้  ตามหลักเกณฑ์การคำนวณราคากลางงานก่อสร้างของทางราชการ  มติ ครม. เมื่อ  วันที่  13  มีนาคม  2555",null,null,null,null,null,null,null,null,null,null,null,null,"   ตารางที่  2  เป็นปริมาตรหลวม",null,null,null,null,null,null,null,null,null,"ไม้แบบสำหรับงานสะพานและท่อเหลี่ยม = ไม้แบบ (3) พื้นที่ 1 ตารางเมตร"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," - การคำนวณอัตราส่วนของวัสดุใน Class  ต่างๆ  นั้น  จะต้องเผื่อส่วนยุบตัวและสูญเสียไว้ด้วย  ดังนี้",null,null,null,null,null,null,null,null,null,"คิดจากพื้นที่",null,null,1,"ตร.ม."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"   (1) เผื่อส่วนยุบตัวและสูญเสียของหิน  สัดส่วน   1.15  หรือ  15 %",null,null,null,null,null,null,null,null,null,"ไม้กระบากหรือไม้ยางหรือเทียบเท่า",null,null,1,"ลบ.ฟ. @",{"$f":"AE17","v":514},"บาท","=",{"$f":"ROUND(AE30*AC30,2)","v":514},"บาท/ตร.ม.","[1]"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"   (2) เผื่อส่วนยุบตัวและสูญเสียของทราย  สัดส่วน  1.20  หรือ  20 %",null,null,null,null,null,null,null,null,null,"ไม้อัดยาง หนา 4 มม.",null,null,1,"ตร.ม.",{"$f":"TRUNC(สรุปวัสดุและค่าดำเนินการ!L38/(1.2*2.4),2)","v":94.68},"บาท","=",{"$f":"ROUND(AE31*AC31,2)","v":94.68},"บาท/ตร.ม.","[2]"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"   (3) เผื่อส่วนยุบตัวและสูญเสียของซีเมนต์  สัดส่วน  1.05  หรือ  5 %",null,null,null,null,null,null,null,null,null,"ไม้คร่าว",null,null,0.3,"ลบ.ฟ. @",{"$f":"AE18","v":467.29},"บาท","=",{"$f":"ROUND(AE32*AC32,2)","v":140.19},"บาท/ตร.ม.","[3]"]
[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,"ตะปู",null,null,0.25,"กก. @",{"$f":"AE20","v":37.380000000000003},"บาท","=",{"$f":"ROUND(AE33*AC33,2)","v":9.35},"บาท/ตร.ม.","[4]"]
[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,"รวม","=",{"$f":"ROUND(SUM(AH30:AH33),2)","v":758.22},"บาท/ตร.ม.","[5]=[1]+[2]+[3]+[4]"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ที่มา : อัตราส่วนวัสดุใน Class ต่างๆ (1 ลบ.ม.แน่น)  อ้างอิงหรือศึกษาได้จากหลักเกณฑ์การคำนวณราคากลางงานก่อสร้างทาง  สะพาน  และท่อเหลี่ยม(หน้า 57 - 59)",null,null,null,null,null,null,null,null,null,null,"เนื่องจากใช้งานได้ประมาณ  3  ครั้ง คิดจาก [5]",null,null,null,null,null,null,"=",{"$f":"ROUND(AH34/3,2)","v":252.74},"บาท/ตร.ม.","[6]=[5]/3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"       ทั้งนี้  ตามหลักเกณฑ์การคำนวณราคากลางงานก่อสร้างของทางราชการ  มติ ครม. เมื่อ  วันที่  13  มีนาคม  2555",null,null,null,null,null,null,null,null,null,null,"น้ำมันทาผิวไม้(ไม่คิดค่าใช้จ่าย)",null,null,null,null,null,null,"=",10,"บาท/ตร.ม.","[7]"]
[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,"ค่าแรงไม้แบบ",null,null,null,null,null,null,"=",154,"บาท/ตร.ม.","[8] (จากบัญชีค่าแรงงานฯ)"]
[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,"รวมค่างานต้นทุน",null,null,null,null,null,null,"=",{"$f":"ROUND(AH35+AH36+AH37,2)","v":416.74},"บาท/ตร.ม.","[9]=[6]+[7]+[8]"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ราคาที่กำหนด",null,null,null,null,null,null,"=",{"$f":"ROUNDDOWN(AH38,-0.1)","v":416},"บาท/ตร.ม.","[10]=[9]"]

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["ราคาค่างานต้นทุนต่อหน่วย"]
[{"$f":"\"(ใช้ราคาเฉลี่ยน้ำมัน ลิตรละ \"&ข้อมูลโครงการ!L5&\" หาค่าขนส่ง,ค่าดำเนินการและค่าเสื่อมราคา)\"","v":"(ใช้ราคาเฉลี่ยน้ำมัน ลิตรละ 28.5 หาค่าขนส่ง,ค่าดำเนินการและค่าเสื่อมราคา)"}]
[{"$f":"BOQ!A2","v":"โครงการก่อสร้างสะพานข้ามคลองหล  ม.18  สายทาง  หมู่ที่ 18 ตำบลบ้านส้อง  อำเภอเวียงสระ จังหวัดสุราษฏร์ธานี"}]
[{"$f":"\"ตามแบบ \"&ข้อมูลโครงการ!L14","v":"ตามแบบ ทต.บ้านส้อง"}]
[]
[]
["งานถางป่าและขุดตอ (Clearing  and  Grubbing)"]
[null,"พิจารณาตามสภาพพื้นที่",null,null,{"$f":"\"ถางป่าขุดตอขนาด\"&IF(AA8=1,\"เบา\",IF(AA8=2,\"กลาง\",\"หนัก\"))","v":"ถางป่าขุดตอขนาดเบา"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคาเครื่องจักร",null,null,null,null,null,null,null,null,"=",{"$f":"IF(AA8=1,รวมตารางคำนวณ!Q11,IF(AA8=2,รวมตารางคำนวณ!Q12,รวมตารางคำนวณ!Q13))","v":1.7},"บาท/ตร.ม.","[1] (ตารางค่าดำเนินการฯ)"]
[null,null,null,null,null,null,null,null,null,"ค่างานต้นทุน","=",{"$f":"L9","v":1.7},"บาท/ตร.ม.","[2]=[1]"]
[null,"หมายเหตุ"]
[null,"งานถางป่าขุดตอขนาดเบา",null,null,"มีเฉพาะการถากถางวัชพืชเท่านั้น"]
[null,"งานถางป่าขุดตอขนาดกลาง",null,null,"มีการถากถางวัชพืชเท่านั้นและปาดหน้าดินเดิมออกด้วย"]
[null,"งานถางป่าขุดตอขนาดหนัก",null,null,"มีการตัดโค่นต้นไม้ ขุดตอ ถากถางวัชพืชและปาดหน้าดินเดิมออกด้วย"]
[]
["งานปรับเกลี่ยแต่งคันทางเดิม"]
[null,"ลักษณะงานที่ทำ : ใช้รถเกลี่ยดินถางวัชพืชหน้าดินบริเวณคันทางเดิมและมีการไถปรับคราดหน้าดินด้วย"]
[null,"ใช้ค่างานค่าดำเนินการงานถางป่าขุดตอ ขนาดเบา เนื่องจากมีลักษณะงานใกล้เคียงกัน",null,null,null,null,null,null,null,null,"=",{"$f":"Oถางป่า_เบา","v":1.7},"บาท/ตร.ม.","[1] (ตารางค่าดำเนินการฯ)"]
[null,null,null,null,null,null,null,null,null,"ค่างานต้นทุน","=",{"$f":"L18","v":1.7},"บาท/ตร.ม.","[2]=[1]"]
[]
["งานขุดรื้อคันทางเดิมแล้วบดทับ(ลูกรัง 10 ซม.)"]
[null,"ลักษณะงานที่ทำ : เนื่องจากมีการใช้ผิวทางลูกรังเป็นส่วนหนึ่งของรองพื้นทางใหม่หรือเพื่อรื้อรองพื้นทางเดิมขึ้นมาบดทับใหม่ให้ได้ความหนาแน่นตามข้อกำหนด"]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคาเครื่องจักร ",null,null,null,null,null,null,null,null,"=",{"$f":"Oขุดรื้อบดทับ_ลูกรัง","v":10.74},"บาท/ตร.ม.","[1] (ตารางค่าดำเนินการฯ)"]
[null,null,null,null,null,null,null,null,null,"ค่างานต้นทุน","=",{"$f":"L23","v":10.74},"บาท/ตร.ม.","[2]=[1]"]
[]
["งานขุดรื้อคันทางเดิมแล้วบดทับ(หินคลุก 10 ซม.)"]
[null,"ลักษณะงานที่ทำ : เนื่องจากมีการใช้ผิวทางหินคลุกเป็นส่วนหนึ่งของรองพื้นทางใหม่หรือเพื่อรื้อรองพื้นทางเดิมขึ้นมาบดทับใหม่ให้ได้ความหนาแน่นตามข้อกำหนด"]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคาเครื่องจักร",null,null,null,null,null,null,null,null,"=",{"$f":"Oขุดรื้อบดทับ_หินคลุก","v":13.9},"บาท/ตร.ม.","[1] (ตารางค่าดำเนินการฯ)"]
[null,null,null,null,null,null,null,null,null,"ค่างานต้นทุน","=",{"$f":"L28","v":13.9},"บาท/ตร.ม.","[2]=[1]"]
[]
["งานรื้อผิวลาดยางเดิม (Removal of Existing Asphalt Concrete Surface)"]
[null,"ลักษณะงานที่ทำ : ไถคราดลึก 5 ซม. ด้วยรถเกลี่ยติดเล็บคราดและดันรวมกอง ตักออกขึ้นรถบรรทุกด้วยรถตัก การไถคราดใช้ความเร็วและทำงานเหมือนพื้นทาง"]
[null,null,"        แค่คราดลึกเพียงครึ่งของพื้นทาง ดังนั้นค่าดำเนินการและค่าเสื่อมราคาจึงเป็น 2 เท่าของงานขุดพื้นทางรวมกับค่าตักขึ้นรถบรรทุก ค่าตักบรรทุก"]
[null,null,"        เพื่อขนทิ้งเท่ากับค่าดันและตักหินผุ"]
[null,"คิดจากความหนาของผิวทางแอสฟัลท์คอนกรีต   =  5  ซม."]
[null,"ค่าดำเนินการ + ค่าเสื่อม รื้อผิวทางเดิมหนา 5 ซม.",null,null,null,null,null,null,null,null,"=",{"$f":"Oขุดรื้อบดทับ_AC","v":11.17},"บาท/ตร.ม.","[1] (ตารางค่าดำเนินการฯ)"]
[null,"ปริมาตรวัสดุที่รื้อออก",null,null,null,null,"=",0.05,"ลบ.ม."]
[null,"ส่วนขยาย    =",null,{"$f":"H37","v":0.05},"x",1.6,"=",{"$f":"TRUNC(D38*F38,2)","v":0.08},"ลบ.ม."]
[null,"ค่าดำเนินการ + ค่าเสื่อมดันและตัก(หินผุ)",null,null,null,null,"=",{"$f":"H38","v":0.08},"x",{"$f":"Oหินผุ_ดันและตัก","v":39.46},"=",{"$f":"TRUNC(H39*J39,2)","v":3.15},"บาท/ตร.ม.","[2]"]
[null,"ค่าขนทิ้ง",0,"กม.",null,null,"=",{"$f":"H39","v":0.08},"x",{"$f":"IF(C40<1,0,VLOOKUP($C$40,รวมตารางคำนวณ!$F$11:$H$210,3))","v":0},"=",{"$f":"TRUNC(H40*J40,2)","v":0},"บาท/ตร.ม.","[3]"]
[null,"(ระยะขนทิ้งให้คิดระยะทางตามความเป็นจริงพร้อมชี้แจงเหตุผลและแสดงหลักฐานประกอบ)"]
[null,null,null,null,null,null,null,null,null,"ค่างานต้นทุน","=",{"$f":"TRUNC(SUM(L36:L40),2)","v":14.32},"บาท/ตร.ม.","[4]=[1]+[2]+[3]"]
[]
[]
["งานรื้อผิวคอนกรีตเดิม (Removal of Existing Concrete Pavement)"]
[null,"ลักษณะงานที่ทำ : ทุบรื้อผิวทางคอนกรีตเดิมพร้อมดันรวมกองและตักขึ้นรถบรรทุกเพื่อขนทิ้ง ค่าตักบรรทุกและขนทิ้งเท่ากับค่าดันและตักหินผุ"]
[null,"คิดจากความหนาของผิวทางคอนกรีต",null,null,null,null,"=",15,"ซม.",null,null,null,null,"[1]"]
[null,"ปริมาตรคอนกรีต",null,null,null,null,"=",{"$f":"H47/100","v":0.15},"ลบ.ม./ตร.ม.",null,null,null,null,"[2]=[1]xพื้นที่ 1 ตร.ม."]
[null,"ส่วนขยาย    =",null,{"$f":"H48","v":0.15},"x",1.7,"=",{"$f":"TRUNC(D49*F49,2)","v":0.25},"ลบ.ม.",null,null,null,null,"[3]=[2]xส่วนขยาย 1.7"]
[null,"ค่าทุบคอนกรีตเดิม",null,null,null,null,"=",400,"บาท/ลบ.ม.",null,null,null,null,"[4]"]
[null,"ค่าทุบคอนกรีต      =",null,null,{"$f":"H49","v":0.25},"x",{"$f":"H50","v":400},null,null,null,"=",{"$f":"TRUNC(E51*G51,2)","v":100},"บาท/ตร.ม.","[5]=[3]x[4]"]
[null,"ค่าดำเนินการ + ค่าเสื่อมดันและตัก(หินผุ)",null,null,null,null,"=",{"$f":"H49","v":0.25},"x",{"$f":"รวมตารางคำนวณ!Q21","v":39.46},"=",{"$f":"TRUNC(H52*J52,2)","v":9.86},"บาท/ตร.ม.","[6]"]
[null,"ค่าขนทิ้ง",0,"กม.",null,null,"=",{"$f":"H52","v":0.25},"x",{"$f":"IF(C53<1,0,VLOOKUP($C$53,รวมตารางคำนวณ!$F$11:$H$210,3))","v":0},"=",{"$f":"TRUNC(H53*J53,2)","v":0},"บาท/ตร.ม.","[7]"]
[null,"(ระยะขนทิ้งให้คิดระยะทางตามความเป็นจริงพร้อมชี้แจงเหตุผลและแสดงหลักฐานประกอบ)"]
[null,null,null,null,null,null,null,null,null,"ค่างานต้นทุน","=",{"$f":"TRUNC(SUM(L51:L53),2)","v":109.86},"บาท/ตร.ม.","[8]=[5]+[6]+[7]"]
[]
[]
["งานรื้อท่อกลมเดิม (Removal of Existing Pipe Culverts)"]
[null,"ลักษณะงานที่ทำ : ขุดรื้อท่อกลมเดิมเพื่อดำเนินการก่อสร้างใหม่หรือเพื่อดำเนินการก่อสร้างสิ่งอื่นทดแทน"]
[null,"คิดจากการขุดรื้อท่อเดิมออกกรณีกำหนดให้รักษาสภาพท่อเดิมไว้ใช้งานต่อ"]
[null,"ขุดห่างจากริมท่อด้านนอกข้างละ  0.50  ม."]
[null,"คิดจากความยาวท่อ  1.00  ม."]
[null,"ปริมาตรงานขุด  ",null,null," =",2,"x",1.5,null,null,"=",{"$f":"TRUNC(F63*H63,2)","v":3},"ลบ.ม."]
[null,"ค่าขุดดินและรื้อท่อออก",null,null," =",{"$f":"L63","v":3},"ลบ.ม. @",{"$f":"รวมตารางคำนวณ!Q18","v":21.09},null,null,"=",{"$f":"TRUNC(F64*H64,2)","v":63.27},"บาท/ม."]
[null,"กรณีกำหนดให้ขนท่อไปไว้ที่หน่วยงาน  คิดค่าขนส่งท่อเพิ่มตามระยะทางขนส่ง"]
[null,"วิธีคิดค่าขนส่งเทียบเคียงการคิดค่าขนส่งท่องานวางท่อ"]
[]
["งานตัดดิน(Earth Excavation)"]
[null,"ลักษณะงานที่ทำ : เป็นงานตัดดินเดิมหรือคันทางเดิมเพื่อขึ้นรูปคันทางให้ได้รูปร่างและระดับตามกำหนด ตัดดันรวมกองและตักขึ้นรถบรรทุกไปทิ้ง โดยใช้รถตักๆ ขึ้นรถ"]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (ตัก)",null,null,null,null,null,null,null,null,"=",{"$f":"Oดิน_ตัก","v":7.94},"บาท/ลบ.ม.","[1] (ตารางค่าดำเนินการฯ)"]
[null,"ค่าขนทิ้ง",0,"กม.",null,null,null,null,null,null,"=",{"$f":"IF(C71<1,0,VLOOKUP($C$71,รวมตารางคำนวณ!$F$11:$H$210,3))","v":0},"บาท/ลบ.ม.","[2] (ตารางค่าขนส่ง)"]
[null,"(ระยะขนทิ้งให้คิดระยะทางตามความเป็นจริงพร้อมชี้แจงเหตุผลและแสดงหลักฐานประกอบ)"]
[null,null,"รวม",null,null,null,null,null,null,null,"=",{"$f":"TRUNC(SUM(L70:L71),2)","v":7.94},"บาท/ลบ.ม.","[3]=[1]+[2]"]
[null,"ส่วนขยายตัว",null,{"$f":"L73","v":7.94},"x",0,null,null,null,null,"=",{"$f":"TRUNC(D74*F74,2)","v":0},"บาท/ลบ.ม.",{"$f":"\"[4]=[3]x\"&F74","v":"[4]=[3]x0"}]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (ขุดตัด)",null,null,null,null,null,null,null,null,"=",{"$f":"Oดิน_ขุดตัด","v":21.09},"บาท/ลบ.ม.","[5] (ตารางค่าดำเนินการฯ)"]
[null,null,null,null,null,null,null,null,null,"ค่างานต้นทุน","=",{"$f":"TRUNC(SUM(L74:L75),2)","v":21.09},"บาท/ลบ.ม.","[6]=[4]+[5]"]
[null,"หมายเหตุ"]
[null,"ส่วนขยายตัวของทราย",null,null,null,null," =",1.1499999999999999]
[null,"ส่วนขยายตัวของดิน, ดินปนทราย",null,null,null,null," =",1.25]
[]
["งานตัดหินผุ(Soft Rock Excavation)"]
[null,"ลักษณะงานที่ทำ : เป็นงานตัดหินผุเดิมเพื่อขึ้นรูปคันทางให้ได้รูปร่างและระดับตามกำหนด ตัดดันรวมกองและตักขึ้นรถบรรทุกไปทิ้ง โดยใช้รถตักๆ ขึ้นรถ"]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (ขุดตัก)",null,null,null,null,null,null,null,null,"=",{"$f":"รวมตารางคำนวณ!Q20","v":31.9},"บาท/ลบ.ม.","[1] (ตารางค่าดำเนินการฯ)"]
[null,"ค่าขนทิ้ง",0,"กม.",null,null,null,null,null,null,"=",{"$f":"IF(C84<1,0,VLOOKUP($C$84,รวมตารางคำนวณ!$F$11:$H$210,3))","v":0},"บาท/ลบ.ม.","[2] (ตารางค่าขนส่ง)"]
[null,"(ระยะขนทิ้งให้คิดระยะทางตามความเป็นจริงพร้อมชี้แจงเหตุผลและแสดงหลักฐานประกอบ)"]
[null,null,"รวม",null,null,null,null,null,null,null,"=",{"$f":"TRUNC(SUM(L83:L84),2)","v":31.9},"บาท/ลบ.ม.","[3]=[1]+[2]"]
[null,"ส่วนขยายตัว",null,{"$f":"L86","v":31.9},"x",1.25,null,null,null,null,"=",{"$f":"TRUNC(D87*F87,2)","v":39.869999999999997},"บาท/ลบ.ม.",{"$f":"\"[4]=[3]x\"&F87","v":"[4]=[3]x1.25"}]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (ดันและตัก)",null,null,null,null,null,null,null,null,"=",{"$f":"Oหินผุ_ดันและตัก","v":39.46},"บาท/ลบ.ม.","[5] (ตารางค่าดำเนินการฯ)"]
[null,null,null,null,null,null,null,null,null,"ค่างานต้นทุน","=",{"$f":"TRUNC(SUM(L87:L88),2)","v":79.33},"บาท/ลบ.ม.","[6]=[4]+[5]"]
[]
["งานตัดคันทางเดิม งานตัดขึ้นรูปคันทาง(Roadway Excavation)"]
[null,"ลักษณะงานที่ทำ : เป็นงานตัดดินเดิมหรือคันทางเดิมเพื่อขึ้นรูปคันทางให้ได้รูปร่างและระดับตามกำหนด"]
[null,"ค่าวัสดุจากแหล่ง",null,null,null,null,null,null,null,null,"=",0,"บาท/ลบ.ม.","[1] ใช้ดินเดิมไม่มีค่าวัสดุ"]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (ดิน-ขุดตัด)",null,null,null,null,null,null,null,null,"=",{"$f":"รวมตารางคำนวณ!Q18","v":21.09},"บาท/ลบ.ม.","[2] (ตารางค่าดำเนินการฯ)"]
[null,null,"รวม",null,null,null,null,null,null,null,"=",{"$f":"SUM(L93:L94)","v":21.09},"บาท/ลบ.ม.","[3]=[2]+[1]"]
[null,"ส่วนยุบตัว",{"$f":"L95","v":21.09},"x",0,null,null,null,null,null,"=",{"$f":"IF(E96=0,L95,TRUNC(C96*E96,2))","v":21.09},"บาท/ลบ.ม.","[4]"]
[null,"ค่าตัดแต่งขั้นบันได",null,null,null,null,null,null,null,null,null,{"$f":"IF(AA97=1,Oตัดแต่งขั้นบันได,0)","v":0},"บาท/ลบ.ม.","[5]",null,null,null,null,null,null,null,null,null,null,null,null,2]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (บดทับ)",null,null,null,null,null,null,null,null,"=",{"$f":"IF(E96=0,0,Oดิน_บดทับ)","v":0},"บาท/ลบ.ม.","[6] (ตารางค่าดำเนินการ)"]
[null,null,null,null,null,null,null,null,null,"ค่างานต้นทุน","=",{"$f":"TRUNC(SUM(L96:L98),2)","v":21.09},"บาท/ลบ.ม.","[7]=[4]+[5]+[6]"]
[]
["งานดินถมคันทาง(Earth Embankment)"]
[null,"ลักษณะงานที่ทำ : เป็นการขุดเอาวัสดุดินคันทางจากบ่อดินขุดตักขึ้นรถบรรทุกด้วยรถขุดตักมาใช้ทำคันทาง"]
[null,"ค่าวัสดุจากแหล่ง",null,null,null,null,null,null,null,null,"=",15,"บาท/ลบ.ม.","[1]"]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (ขุด-ขน)",null,null,null,null,null,null,null,null,"=",{"$f":"Oดิน_ขุดขน","v":21.34},"บาท/ลบ.ม.","[2] (ตารางค่าดำเนินการฯ)"]
[null,"ค่าขนส่ง",3,"กม.",null,null,null,null,null,null,"=",{"$f":"IF(C105<1,0,VLOOKUP(C105,รวมตารางคำนวณ!$F$11:$H$210,3))","v":16.22},"บาท/ลบ.ม.","[3] (ตารางค่าขนส่ง)"]
[null,null,"รวม",null,null,null,null,null,null,null,"=",{"$f":"TRUNC(SUM(L103:L105),2)","v":52.56},"บาท/ลบ.ม.","[4]=[1]+[2]+[3]"]
[null,"ส่วนยุบตัว",{"$f":"L106","v":52.56},"x",1.6,null,null,null,null,null,"=",{"$f":"IF(E107=0,L106,TRUNC(C107*E107,2))","v":84.09},"บาท/ลบ.ม.","[5]"]
[null,"ค่าตัดแต่งขั้นบันได",null,null,null,null,null,null,null,null,null,{"$f":"IF(AA108=1,Oตัดแต่งขั้นบันได,0)*0","v":0},"บาท/ลบ.ม.","[6]",null,null,null,null,null,null,null,null,null,null,null,null,1]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (บดทับ)",null,null,null,null,null,null,null,null,"=",{"$f":"IF(E107=0,0,Oดิน_บดทับ)","v":45.03},"บาท/ลบ.ม.","[7] (ตารางค่าดำเนินการ)"]
[null,null,null,null,null,null,null,null,null,"ค่างานต้นทุน","=",{"$f":"TRUNC(SUM(L107:L109),2)","v":129.12},"บาท/ลบ.ม.","[8]=[5]+[6]+[7]"]
[]
[]
[null,"หมายเหตุ",null,null,null,"แนวเก่า",null,"แนวใหม่"]
[null,"ส่วนยุบตัวของทรายถมคันทาง",null,null,null,1.4,null,1.45]
[null,"ดิน,ดินปนทราย ถมคันทาง",null,null,null,1.6,null,1.7]
[null,"ดินเหนียว ถมคันทาง",null,null,null,1.85,null,1.9]
[null,"(ดินเหนียวมีค่า CBR น้อยกว่า 2)"]
[null,"ค่าดินที่แหล่ง     ",null," =","ราคาที่ดิน",null,"(บาท/ไร่)","x",1,"x",1]
[null,null,null,null,2,null,null,null,1600,null,3]
[]
[]
["งานรองพื้นทางวัสดุมวลรวม(Soil Aggregate  Subbase)"]
[null,"ลักษณะงานที่ทำ : เป็นการขุดเอาวัสดุลูกรังจากบ่อดินลูกรังขุดตักขึ้นรถบรรทุกด้วยรถขุดตักมาใช้ทำรองพื้นทางหรือพื้นทางหรือผิวทาง"]
[null,"ค่าวัสดุจากแหล่ง",null,null,null,null,null,null,null,null,"=",{"$f":"สรุปวัสดุและค่าดำเนินการ!G26","v":0},"บาท/ลบ.ม.","[1]"]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (ขุด-ขน)",null,null,null,null,null,null,null,null,"=",{"$f":"Oลูกรังคัดเลือกรองพื้นทาง_ขุดขน","v":31.47},"บาท/ลบ.ม.","[2] (ตารางค่าดำเนินการฯ)"]
[null,"ค่าขนส่ง",{"$f":"สรุปวัสดุและค่าดำเนินการ!H26","v":0},"กม.",null,null,null,null,null,null,"=",{"$f":"IF(C126<1,0,VLOOKUP(C126,รวมตารางคำนวณ!$F$11:$H$210,3))","v":0},"บาท/ลบ.ม.","[3] (ตารางค่าขนส่ง)"]
[null,null,"รวม",null,null,null,null,null,null,null,"=",{"$f":"TRUNC(SUM(L124:L126),2)","v":31.47},"บาท/ลบ.ม.","[4]=[1]+[2]+[3]"]
[null,"ส่วนยุบตัว",{"$f":"L127","v":31.47},"x",1.6,null,null,null,null,null,"=",{"$f":"IF(E128=0,L127,TRUNC(C128*E128,2))","v":50.35},"บาท/ลบ.ม.","[5]"]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (บดทับ)",null,null,null,null,null,null,null,null,"=",{"$f":"IF(E128=0,0,Oลูกรังคัดเลือกรองพื้นทาง_บดทับ)","v":54.04},"บาท/ลบ.ม.","[6] (ตารางค่าดำเนินการ)"]
[null,null,null,null,null,null,null,null,null,"ค่างานต้นทุน","=",{"$f":"TRUNC(SUM(L128:L129),2)","v":104.39},"บาท/ลบ.ม.","[7]=[5]+[6]"]
[]
["งานพื้นทางหินคลุก(Crushed Rock Soil Aggregate Type Base)"]
[null,"ลักษณะงานที่ทำ : เป็นการขนวัสดุจากโรงโม่มาทำพื้นทาง มีการคลุกเคล้าหินคลุกด้วยรถเกลี่ยดิน ก่อนที่จะทำการบดอัดและต้องได้ความแน่นตามที่กำหนด"]
[null,"ค่าวัสดุจากปากโม่(รวมค่าตัก)",null,null,null,null,null,null,null,null,"=",{"$f":"สรุปวัสดุและค่าดำเนินการ!G24","v":280},"บาท/ลบ.ม.","[1]"]
[null,"ค่าขนส่ง",{"$f":"สรุปวัสดุและค่าดำเนินการ!H24","v":65},"กม.",null,null,null,null,null,null,"=",{"$f":"IF(C135<1,0,VLOOKUP(C135,รวมตารางคำนวณ!$F$11:$H$210,3))","v":222.07},"บาท/ลบ.ม.","[2] (ตารางค่าขนส่ง)"]
[null,null,"รวม",null,null,null,null,null,null,null,"=",{"$f":"TRUNC(SUM(L134:L135),2)","v":502.07},"บาท/ลบ.ม.","[3]=[2]+[3]"]
[null,"ส่วนยุบตัว",{"$f":"L136","v":502.07},"x",1.5,null,null,null,null,null,"=",{"$f":"IF(E137=0,L136,TRUNC(C137*E137,2))","v":753.1},"บาท/ลบ.ม.","[4]"]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (ผสม)",null,null,null,null,null,null,null,null,"=",{"$f":"Oหินคลุก_ผสม","v":24.42},"บาท/ลบ.ม.","[5] (ตารางค่าดำเนินการ)"]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (บดทับ)",null,null,null,null,null,null,null,null,"=",{"$f":"Oหินคลุก_บดทับ","v":85.77},"บาท/ลบ.ม.","[6] (ตารางค่าดำเนินการ)"]
[null,null,null,null,null,null,null,null,null,"ค่างานต้นทุน","=",{"$f":"TRUNC(SUM(L137:L139),2)","v":863.29},"บาท/ลบ.ม.","[7]=[4]+[5]+[6]"]
[]
["งานไหล่ทางวัสดุมวลรวม(Soil Aggregate  Shoulder)"]
[null,"ลักษณะงานที่ทำ : ใช้หินแอนไฮไลท์มาใช้ทำไหล่ทาง"]
[null,"ค่าวัสดุจากแหล่ง",null,null,null,null,null,null,null,null,"=",150,"บาท/ลบ.ม.","[1] "]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (ขุด-ขน)",null,null,null,null,null,null,null,null,"=",{"$f":"Oลูกรังคัดเลือกรองพื้นทาง_ขุดขน*0","v":0},"บาท/ลบ.ม.","[2] (ตารางค่าดำเนินการฯ)"]
[null,"ค่าขนส่ง",2,"กม.",null,null,null,null,null,null,"=",{"$f":"IF(C146<1,0,VLOOKUP(C146,รวมตารางคำนวณ!$F$11:$H$210,3))","v":13.76},"บาท/ลบ.ม.","[3] (ตารางค่าขนส่ง)"]
[null,null,"รวม",null,null,null,null,null,null,null,"=",{"$f":"TRUNC(SUM(L144:L146),2)","v":163.76},"บาท/ลบ.ม.","[4]=[1]+[2]+[3]"]
[null,"ส่วนยุบตัว",{"$f":"L147","v":163.76},"x",1.5,null,null,null,null,null,"=",{"$f":"IF(E148=0,L147,TRUNC(C148*E148,2))","v":245.64},"บาท/ลบ.ม.","[5]"]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (บดทับ) ใช้แรงงานคนคิด 30%",null,null,null,null,null,null,null,null,"=",{"$f":"IF(E148=0,0,Oไหล่ทางลูกรัง_บดทับ)*0.3","v":20.966999999999999},"บาท/ลบ.ม.","[6] (ตารางค่าดำเนินการ)"]
[null,null,null,null,null,null,null,null,null,"ค่างานต้นทุน","=",{"$f":"TRUNC(SUM(L148:L149),2)","v":266.60000000000002},"บาท/ลบ.ม.","[7]=[5]+[6]"]
[]
[{"$f":"\"งานทรายรองใต้ผิวจราจรคอนกรีต(Sand Cushion Under Concrete Pavement)  หนา \"&ข้อมูลโครงการ!P30&\" ม.\"","v":"งานทรายรองใต้ผิวจราจรคอนกรีต(Sand Cushion Under Concrete Pavement)  หนา 0.05 ม."}]
[null,"ลักษณะงานที่ทำ : เป็นการขนทรายจากท่าทราย(กรณีนี้ราคาทรายรวมค่าขุดตักแล้ว)มาเกลี่ยแต่งและบดทับให้ได้แนว ระดับ และรูปร่าวตามที่แสดงไว้ในแบบ"]
[null,"ค่าวัสดุจากแหล่ง(ทรายหยาบ+ทรายถม)/2",null,null,null,null,null,null,null,null,"=",{"$f":"(TRUNC(สรุปวัสดุและค่าดำเนินการ!G25,2)+(สรุปวัสดุและค่าดำเนินการ!G27))/2","v":300},"บาท/ลบ.ม.","[1]"]
[null,"ค่าขนส่ง    =",{"$f":"สรุปวัสดุและค่าดำเนินการ!H25","v":60},"กม.",null,null,null,null,null,null,"=",{"$f":"สรุปวัสดุและค่าดำเนินการ!I25","v":205.14},"บาท/ลบ.ม.","[2] (ตารางค่าขนส่ง)"]
[null,null,"รวม",null,null,null,null,null,null,null,"=",{"$f":"TRUNC(SUM(L154:L155),2)","v":505.14},"บาท/ลบ.ม.","[3]=[1]+[2]"]
[null,"ส่วนยุบตัว",{"$f":"L156","v":505.14},"x",1.4,null,null,null,null,null,"=",{"$f":"IF(E157=0,L156,TRUNC(C157*E157,2))","v":707.19},"บาท/ลบ.ม.","[4]"]
[null,"ค่าดำเนินการ + ค่าเสื่อมราคา (บดทับ 75%)",null,null,null,null,null,null,null,null,"=",{"$f":"IF(E157=0,0,TRUNC(Oดิน_บดทับ*0.75,2))","v":33.770000000000003},"บาท/ลบ.ม.","[5] (ตารางค่าดำเนินการ)x75%"]
[null,null,null,null,null,null,null,null,null,"ค่างานต้นทุน","=",{"$f":"ROUND(SUM(L157:L158),2)","v":740.96},"บาท/ลบ.ม.","[6]=[4]+[5]"]
[]
[]
[]
[{"$f":"BOQ!B14&\" (Portland Cement Concrete Pavement)\"","v":"ผิวทางปอร์ตแลนด์ซีเมนต์คอนกรีต 240 ksc(Cube) หนา 0.00  ม. (Portland Cement Concrete Pavement)"}]
[null,{"$f":"\"PANEL SIZE \"","v":"PANEL SIZE "},null,{"$f":"ปริมาณงาน!L18","v":2.5},"x",{"$f":"ปริมาณงาน!L19","v":10},"ม."]
[null,"ปริมาณงานทั้งโครงการ",null,null,{"$f":"ปริมาณงาน!L16","v":50},null,"ตร.ม."]
[null,"ค่าติดตั้งเครื่องผสม",null,{"$f":"'[22]ค่าดำเนินการ+ค่าเสื่อมราคา'!K54","v":150000},null," /",{"$f":"IF(E165<28000,28000,E165)","v":28000},null,null,null,"=",{"$f":"TRUNC(D166/G166,2)*1","v":5.35},"บาท/ตร.ม."]
[null,"ค่าคอนกรีต + ค่าผสม =",null,{"$f":"IF(ข้อมูลโครงการ!$P$31=ข้อมูลงานคอนกรีต!L4,ข้อมูลงานคอนกรีต!L13,IF(ข้อมูลโครงการ!$P$31=ข้อมูลงานคอนกรีต!K4,ข้อมูลงานคอนกรีต!K19,IF(ข้อมูลโครงการ!$P$31=ข้อมูลงานคอนกรีต!J4,ข้อมูลงานคอนกรีต!J10,IF(ข้อมูลโครงการ!$P$31=ข้อมูลงานคอนกรีต!I4,ข้อมูลงานคอนกรีต!I10,0))))","v":2143.8675999999996},null,"+",{"$f":"Oค่าผสมคอนกรีต","v":188.4},null,null,null,"=",{"$f":"TRUNC(D167+G167,2)","v":2332.2600000000002},"บาท/ลบ.ม."]
[null,"คิดจากพื้นที่",null,{"$f":"TRUNC(ปริมาณงาน!L20,2)","v":25},null," ตร.ม.",null,null,null,null,null,null,null,"[1]"]
[null,"ค่าติดตั้งเครื่องผสม =",null,null,{"$f":"D168","v":25},"x",{"$f":"L166","v":5.35},null,null,null,"=",{"$f":"TRUNC(E169*G169,2)","v":133.75},"บาท","[2]=[1]xค่าติดตั้งเครื่องผสม"]
[null,"ค่าคอนกรีต",null,null,{"$f":"TRUNC(ปริมาณงาน!L20*ปริมาณงาน!L7,2)","v":0},"ลบ.ม. @",{"$f":"L167","v":2332.2600000000002},null,null,null,"=",{"$f":"TRUNC(E170*G170,2)","v":0},"บาท","[3]  "]
[null,"ค่าขนส่ง",{"$f":"(ปริมาณงาน!L6/1000)/4*1","v":2.5000000000000001E-3},"กม.",{"$f":"E170","v":0},"x",{"$f":"C171","v":2.5000000000000001E-3},"x",{"$f":"รวมตารางคำนวณ!$Q$61","v":14.08},null,"=",{"$f":"TRUNC(E171*G171*I171,2)","v":0},"บาท","[4]"]
[null,"ค่าเหล็กเสริม",null,null,{"$f":"IF(ข้อมูลโครงการ!$P$38=\"WIRE MESH\",ปริมาณงาน!L24,ปริมาณงาน!L38)","v":"25.00"},{"$f":"IF(ข้อมูลโครงการ!$P$38=\"WIRE MESH\",\"ตร.ม. @\",\"กก. @\")","v":"ตร.ม. @"},{"$f":"IF(ข้อมูลโครงการ!$P$38=\"WIRE MESH\",สรุปวัสดุและค่าดำเนินการ!$L$20,IF(AND(ข้อมูลโครงการ!$P$38=\"เหล็กเส้นกลม\",ข้อมูลโครงการ!$P$39=6),TRUNC(สรุปวัสดุและค่าดำเนินการ!$L$13/1000,2),IF(AND(ข้อมูลโครงการ!$P$38=\"เหล็กเส้นกลม\",ข้อมูลโครงการ!$P$39=9),TRUNC(สรุปวัสดุและค่าดำเนินการ!$L$14/1000,2),0)))","v":5},null,null,null,"=",{"$f":"TRUNC(E172*G172,2)","v":125},"บาท","[5] "]
[null,"ลวดผูกเหล็ก",null,null,{"$f":"ปริมาณงาน!L40","v":0},"กก. @",{"$f":"IF(E173=0,0,สรุปวัสดุและค่าดำเนินการ!L21)","v":0},null,null,null,"=",{"$f":"TRUNC(E173*G173,2)","v":0},"บาท","[6] "]
[null,"ค่าแบบเหล็ก",null,null,{"$f":"Oค่าแบบข้างตามยาว","v":20.6},"x",{"$f":"ปริมาณงาน!L19","v":10},null,null,null,"=",{"$f":"TRUNC(G174*E174,2)","v":206},"บาท",{"$f":"\"[7]=ค่าดำเนินการx\"&G174","v":"[7]=ค่าดำเนินการx10"}]
[null,"ค่า PAVER",null,null,{"$f":"Oค่าปูผิวคอนกรีต","v":12.02},"x",{"$f":"ปริมาณงาน!L20","v":25},null,null,null,"=",{"$f":"TRUNC(G175*E175,2)","v":300.5},"บาท","[8]=ค่าดำเนินการx[1]"]
[null,"ค่าบ่ม",null,null,{"$f":"Oค่าบ่มผิวทาง","v":9},"x",25,null,null,null,"=",{"$f":"TRUNC(G176*E176,2)","v":225},"บาท","[9]=ค่าดำเนินการx[1]"]
[null,"ค่าใช้จ่ายรวม                                                                  ",null,null,null,null,null,null,null,null,"=",{"$f":"TRUNC(SUM(L169:L176),2)","v":990.25},"บาท","[10]=[2]+[3]+...+[7]+[9]"]
[null,"ค่างานต้นทุน",null,{"$f":"L177","v":990.25},null,"/",{"$f":"D168","v":25},null,null,null,"=",{"$f":"TRUNC(D178/G178,2)","v":39.61},"บาท/ตร.ม.","[11]=[10]/[1]"]
[]
[]
[null,"หมายเหตุ    "]
[null,null,"1.  กรณีปริมาณงานทั้งโครงการน้อยกว่า  28,000  ตร.ม.  ให้ใช้ค่าติดตั้งโรงงานสำหรับปริมาณงาน  28,000  ตร.ม.  ในการประเมินราคา"]
[null,null,"    (คิดจาก  ถนน  4  เลน  ยาว  2  กม.)"]
[null,null,"2.  ค่าแบบจากตารางค่าดำเนินการฯ  รวม  2  ข้างแล้ว"]
[null,null,"3.  เหล็กเสริมผิวทางคอนกรีต"]
[]
[null," ผิวทางคอนกรีต",null,"กว้าง",null,"พื้นที่",null,"ปริมาณ",null,"ปริมาณ",null,"ปริมาณ",null,"ปริมาณ"]
[null,null,null,null,null,null,null,"คอนกรีต",null,"เหล็กเสริม  RB 6",null,"เหล็กเสริม  RB 9",null,"เหล็ก wire mesh"]
[null,"     หนา (ม.)",null,"(ม.)",null,"(ตร.ม.)",null,"(ลบ.ม.)",null,"(กก.)",null,"(กก.)",null,"(ตร.ม.)"]
[null,{"$f":"ข้อมูลโครงการ!P27","v":0},null,2,null,{"$f":"ROUND(D190*$F$164,2)","v":20},null,{"$f":"ROUND(F190*B$190,2)","v":0},null,{"$f":"ROUND(((INT(D190/ข้อมูลโครงการ!$P$41)*$F$164)+(INT('Unit Cost'!$F$164/ข้อมูลโครงการ!$P$40)*D190))*0.222,2)","v":42.62},null,{"$f":"ROUND((INT((D190/ข้อมูลโครงการ!$P$41)*$F$164)+(INT('Unit Cost'!$F$164/ข้อมูลโครงการ!$P$40)*D190))*0.499,2)","v":98.8},null,{"$f":"F190","v":20}]
[null,null,null,2.5,null,25,null,{"$f":"ROUND(F191*B$190,2)","v":0},null,{"$f":"ROUND(((INT(D191/ข้อมูลโครงการ!$P$41)*$F$164)+(INT('Unit Cost'!$F$164/ข้อมูลโครงการ!$P$40)*D191))*0.222,2)","v":54.39},null,{"$f":"ROUND((INT((D191/ข้อมูลโครงการ!$P$41)*$F$164)+(INT('Unit Cost'!$F$164/ข้อมูลโครงการ!$P$40)*D191))*0.499,2)","v":123.75},null,25]
[null,null,null,3,null,30,null,{"$f":"ROUND(F192*B$190,2)","v":0},null,{"$f":"ROUND(((INT(D192/ข้อมูลโครงการ!$P$41)*$F$164)+(INT('Unit Cost'!$F$164/ข้อมูลโครงการ!$P$40)*D192))*0.222,2)","v":66.16},null,{"$f":"ROUND((INT((D192/ข้อมูลโครงการ!$P$41)*$F$164)+(INT('Unit Cost'!$F$164/ข้อมูลโครงการ!$P$40)*D192))*0.499,2)","v":148.69999999999999},null,30]
[null,null,null,3.5,null,35,null,0,null,{"$f":"ROUND(((INT(D193/ข้อมูลโครงการ!$P$41)*$F$164)+(INT('Unit Cost'!$F$164/ข้อมูลโครงการ!$P$40)*D193))*0.222,2)","v":75.7},null,{"$f":"ROUND((INT((D193/ข้อมูลโครงการ!$P$41)*$F$164)+(INT('Unit Cost'!$F$164/ข้อมูลโครงการ!$P$40)*D193))*0.499,2)","v":173.15},null,35]
[null,null,null,4,null,40,null,0,null,{"$f":"ROUND(((INT(D194/ข้อมูลโครงการ!$P$41)*$F$164)+(INT('Unit Cost'!$F$164/ข้อมูลโครงการ!$P$40)*D194))*0.222,2)","v":87.47},null,{"$f":"ROUND((INT((D194/ข้อมูลโครงการ!$P$41)*$F$164)+(INT('Unit Cost'!$F$164/ข้อมูลโครงการ!$P$40)*D194))*0.499,2)","v":198.1},null,40]
[null,null,null,4.5,null,45,null,0,null,{"$f":"ROUND(((INT(D195/ข้อมูลโครงการ!$P$41)*$F$164)+(INT('Unit Cost'!$F$164/ข้อมูลโครงการ!$P$40)*D195))*0.222,2)","v":99.23},null,{"$f":"ROUND((INT((D195/ข้อมูลโครงการ!$P$41)*$F$164)+(INT('Unit Cost'!$F$164/ข้อมูลโครงการ!$P$40)*D195))*0.499,2)","v":223.05},null,45]
[null,null,null,5,null,50,null,0,null,{"$f":"ROUND(((INT(D196/ข้อมูลโครงการ!$P$41)*$F$164)+(INT('Unit Cost'!$F$164/ข้อมูลโครงการ!$P$40)*D196))*0.222,2)","v":108.78},null,{"$f":"ROUND((INT((D196/ข้อมูลโครงการ!$P$41)*$F$164)+(INT('Unit Cost'!$F$164/ข้อมูลโครงการ!$P$40)*D196))*0.499,2)","v":247.5},null,50]
[null,null,null,6,null,60,null,0,null,{"$f":"ROUND(((INT(D197/ข้อมูลโครงการ!$P$41)*$F$164)+(INT('Unit Cost'!$F$164/ข้อมูลโครงการ!$P$40)*D197))*0.222,2)","v":132.31},null,{"$f":"ROUND((INT((D197/ข้อมูลโครงการ!$P$41)*$F$164)+(INT('Unit Cost'!$F$164/ข้อมูลโครงการ!$P$40)*D197))*0.499,2)","v":297.39999999999998},null,60]
[null,"ปริมาณวัสดุยังไม่รวมส่วนสูญเสีย"]
[]
[]
[]
["รอยต่อเพื่อขยายตัวตามขวาง(Expansion Joint)"]
[null,"คิดจากความยาว ",null,null,{"$f":"ปริมาณงาน!L18","v":2.5},"ม.",null,null,null,null,null,"[1]"]
[null,{"$f":"\"ค่าเหล็ก RB \"&ข้อมูลโครงการ!$P$54","v":"ค่าเหล็ก RB 19"},null,null,{"$f":"HLOOKUP($E$203,$E$221:$L$228,3)","v":5.58},"กก.   @",{"$f":"TRUNC(IF(ข้อมูลโครงการ!$P$54=15,สรุปวัสดุและค่าดำเนินการ!$L$16/1000,สรุปวัสดุและค่าดำเนินการ!$L$17/1000),2)","v":22.66},"บาท","=",{"$f":"TRUNC(G204*E204,2)","v":126.44},"บาท","[2]"]
[null,"CAP + ทาสี + จาระบี  ",null,null,{"$f":"HLOOKUP($E$203,$E$221:$L$228,4)","v":5},"ชุด    @ ",{"$f":"ROUND(H$230+H$234,2)","v":7.56},"บาท","=",{"$f":"TRUNC(G205*E205,2)","v":37.799999999999997},"บาท","[3]"]
[null,"JOINT  FILLER",null,null,{"$f":"HLOOKUP($E$203,$E$221:$L$228,5)","v":-0.05},"ตร.ม. @",{"$f":"H$231","v":34.72},"บาท","=",-1.73,"บาท","[4]"]
[null,"JOINT  SEALER ",null,null,{"$f":"HLOOKUP($E$203,$E$221:$L$228,6)","v":1},"ลิตร   @",{"$f":"H$232","v":45},"บาท","=",45,"บาท","[5]"]
[null,"ค่าหยอดยาง ",null,null,{"$f":"E203","v":2.5},"ม.     @",{"$f":"รวมตารางคำนวณ!Q65","v":14.1},"บาท","=",35.25,"บาท","[6] (จากตารางค่าดำเนินการฯ)"]
[null,"แผ่นพลาสติก ",null,null,{"$f":"HLOOKUP($E$203,$E$221:$L$228,7)","v":3},"ม.     @",{"$f":"H$233","v":10},"บาท","=",0,"บาท","[7] (ไม่คิดค่าใช้จ่าย)"]
[null,"ไม้แบบ (2)",null,null,{"$f":"HLOOKUP($E$203,$E$221:$L$228,8)","v":0},"ตร.ม. @",{"$f":"ข้อมูลงานคอนกรีต!AH26","v":267},"บาท","=",0,"บาท","[8]"]
[null,"ค่าใช้จ่ายรวม",null,null,null,null,null,null,"=",{"$f":"TRUNC(SUM(J204:J210),2)","v":242.76},"บาท","[9]=[2]+[3]+[4]+[5]+[6]+[7]+[8]"]
[null,"ค่างานต้นทุน",null,null,{"$f":"J211","v":242.76},"/",{"$f":"E203","v":2.5},null,"=",{"$f":"TRUNC(J211/G212,2)","v":97.1},"บาท/ม.","[10]=[9]/[1]"]
[]
[]
[]
[]
[]
[]
[]
[null,"หมายเหตุ"]
[null,"ความกว้างช่องจราจร (ม.)",null,null,2,2.5,3,3.5,4,4.5,5,6]
[null,"ความหนา (ม.)",null,null,{"$f":"B190","v":0},{"$f":"E222","v":0},{"$f":"F222","v":0},{"$f":"G222","v":0},0,0,0,0]
[null,{"$f":"\"DOWEL  BAR   RB \"&ข้อมูลโครงการ!P54&\"  (กก.)\"","v":"DOWEL  BAR   RB 19  (กก.)"},null,null,{"$f":"ROUND(((INT((E221/ข้อมูลโครงการ!$P$55))*ข้อมูลโครงการ!$P$53))*IF(ข้อมูลโครงการ!$P$54=15,1.39,IF(ข้อมูลโครงการ!$P$54=19,2.23)),2)","v":4.46},{"$f":"ROUND(((INT((F221/ข้อมูลโครงการ!$P$55))*ข้อมูลโครงการ!$P$53))*IF(ข้อมูลโครงการ!$P$54=15,1.39,IF(ข้อมูลโครงการ!$P$54=19,2.23)),2)","v":5.58},{"$f":"ROUND(((INT((G221/ข้อมูลโครงการ!$P$55))*ข้อมูลโครงการ!$P$53))*IF(ข้อมูลโครงการ!$P$54=15,1.39,IF(ข้อมูลโครงการ!$P$54=19,2.23)),2)","v":6.69},{"$f":"ROUND(((INT((H221/ข้อมูลโครงการ!$P$55))*ข้อมูลโครงการ!$P$53))*IF(ข้อมูลโครงการ!$P$54=15,1.39,IF(ข้อมูลโครงการ!$P$54=19,2.23)),2)","v":7.81},{"$f":"ROUND(((INT((I221/ข้อมูลโครงการ!$P$55))*ข้อมูลโครงการ!$P$53))*IF(ข้อมูลโครงการ!$P$54=15,1.39,IF(ข้อมูลโครงการ!$P$54=19,2.23)),2)","v":8.92},{"$f":"ROUND(((INT((J221/ข้อมูลโครงการ!$P$55))*ข้อมูลโครงการ!$P$53))*IF(ข้อมูลโครงการ!$P$54=15,1.39,IF(ข้อมูลโครงการ!$P$54=19,2.23)),2)","v":10.039999999999999},{"$f":"ROUND(((INT((K221/ข้อมูลโครงการ!$P$55))*ข้อมูลโครงการ!$P$53))*IF(ข้อมูลโครงการ!$P$54=15,1.39,IF(ข้อมูลโครงการ!$P$54=19,2.23)),2)","v":11.15},{"$f":"ROUND(((INT((L221/ข้อมูลโครงการ!$P$55))*ข้อมูลโครงการ!$P$53))*IF(ข้อมูลโครงการ!$P$54=15,1.39,IF(ข้อมูลโครงการ!$P$54=19,2.23)),2)","v":13.38}]
[null,"METAL  CAP       (ชุด)",null,null,{"$f":"INT(E221/ข้อมูลโครงการ!$P$55)","v":4},{"$f":"INT(F221/ข้อมูลโครงการ!$P$55)","v":5},{"$f":"INT(G221/ข้อมูลโครงการ!$P$55)","v":6},{"$f":"INT(H221/ข้อมูลโครงการ!$P$55)","v":7},{"$f":"INT(I221/ข้อมูลโครงการ!$P$55)","v":8},{"$f":"INT(J221/ข้อมูลโครงการ!$P$55)","v":9},{"$f":"INT(K221/ข้อมูลโครงการ!$P$55)","v":10},{"$f":"INT(L221/ข้อมูลโครงการ!$P$55)","v":12}]
[null,"JOINT  FILLER (ตร.ม.)",null,null,{"$f":"ROUND(E221*(E222-ข้อมูลโครงการ!$P$51/100),2)","v":-0.04},{"$f":"ROUND(F221*(F222-ข้อมูลโครงการ!$P$51/100),2)","v":-0.05},{"$f":"ROUND(G221*(G222-ข้อมูลโครงการ!$P$51/100),2)","v":-0.06},{"$f":"ROUND(H221*(H222-ข้อมูลโครงการ!$P$51/100),2)","v":-7.0000000000000007E-2},{"$f":"ROUND(I221*(I222-ข้อมูลโครงการ!$P$51/100),2)","v":-0.08},{"$f":"ROUND(J221*(J222-ข้อมูลโครงการ!$P$51/100),2)","v":-0.09},{"$f":"ROUND(K221*(K222-ข้อมูลโครงการ!$P$51/100),2)","v":-0.1},{"$f":"ROUND(L221*(L222-ข้อมูลโครงการ!$P$51/100),2)","v":-0.12}]
[null,"JOINT  SEALER (ลิตร)",null,null,{"$f":"ROUND(E221*(ข้อมูลโครงการ!$P$50/100)*(ข้อมูลโครงการ!$P$51/100)*1000,2)","v":0.8},{"$f":"ROUND(F221*(ข้อมูลโครงการ!$P$50/100)*(ข้อมูลโครงการ!$P$51/100)*1000,2)","v":1},{"$f":"ROUND(G221*(ข้อมูลโครงการ!$P$50/100)*(ข้อมูลโครงการ!$P$51/100)*1000,2)","v":1.2},{"$f":"ROUND(H221*(ข้อมูลโครงการ!$P$50/100)*(ข้อมูลโครงการ!$P$51/100)*1000,2)","v":1.4},{"$f":"ROUND(I221*(ข้อมูลโครงการ!$P$50/100)*(ข้อมูลโครงการ!$P$51/100)*1000,2)","v":1.6},{"$f":"ROUND(J221*(ข้อมูลโครงการ!$P$50/100)*(ข้อมูลโครงการ!$P$51/100)*1000,2)","v":1.8},{"$f":"ROUND(K221*(ข้อมูลโครงการ!$P$50/100)*(ข้อมูลโครงการ!$P$51/100)*1000,2)","v":2},{"$f":"ROUND(L221*(ข้อมูลโครงการ!$P$50/100)*(ข้อมูลโครงการ!$P$51/100)*1000,2)","v":2.4}]
[null,"แผ่นพลาสติก    (ตร.ม.)",null,null,{"$f":"ROUND(E221*1.2,2)","v":2.4},3,3.6,4.2,4.8,5.4,6,7.2]
[null,"ไม้แบบ             (ตร.ม.)",null,null,{"$f":"ROUND(E221*E222,2)","v":0},0,0,0,0,0,0,0]
[]
[null,"Cap",null,null,"ราคาชุดละ",null,"@",{"$f":"ROUND(สรุปวัสดุและค่าดำเนินการ!L44/(4/(ข้อมูลโครงการ!P53/2)),2)","v":3.56},"บาท   (ประมาณ)"]
[null,"Joint  Filler(แผ่นโฟม)",null,null,"ราคาตารางเมตรละ",null,"@",{"$f":"ROUND(สรุปวัสดุและค่าดำเนินการ!L43/(0.6*1.2),2)","v":34.72},"บาท   (ประมาณ)"]
[null,"Joint  Sealer",null,null,"ลิตรละ",null,"@",45,"บาท   (ประมาณ)"]
[null,"แผ่นพลาสติก",null,null,"เมตรละ",null,"@",10,"บาท   (ประมาณ)"]
[null,"ทาสี + จาระบี  ",null,null,"ราคาชุดละ",null,"@",4,"บาท   (ประมาณ)"]
[null,"(ราคาวัสดุต่าง  ๆ  ให้ตรวจสอบในท้องตลาดก่อนประเมินราคา)"]
[]
["รอยต่อเพื่อหดตามขวาง(Contraction  Joint)"]
[null,"คิดจากความยาว ",null,null,{"$f":"E203","v":2.5},"ม.",null,null,null,null,null,"[1]"]
[null,{"$f":"\"ค่าเหล็ก RB \"&ข้อมูลโครงการ!$P$54","v":"ค่าเหล็ก RB 19"},null,null,{"$f":"HLOOKUP($E$238,$E$248:$L$254,3)","v":5.58},"กก.   @",{"$f":"TRUNC(IF(ข้อมูลโครงการ!$P$61=15,สรุปวัสดุและค่าดำเนินการ!$L$16/1000,สรุปวัสดุและค่าดำเนินการ!$L$17/1000),2)","v":22.66},"บาท","=",{"$f":"TRUNC(G239*E239,2)","v":126.44},"บาท","[2]"]
[null,"ค่าตัด  JOINT และหยอดยาง ",null,null,{"$f":"E238","v":2.5},"ม.     @",{"$f":"รวมตารางคำนวณ!Q64","v":22.9},"บาท","=",{"$f":"TRUNC(G240*E240,2)","v":57.25},"บาท","[3] (จากตารางค่าดำเนินการฯ)"]
[null,"ทาสี + จาระบี",null,null,{"$f":"HLOOKUP($E$238,$E$248:$L$254,5)","v":5},"ชุด    @ ",{"$f":"H234","v":4},"บาท","=",20,"บาท","[4]"]
[null,"JOINT  SEALER",null,null,{"$f":"HLOOKUP($E$238,$E$248:$L$254,6)","v":0.5},"ลิตร   @",{"$f":"H$232","v":45},"บาท","=",22.5,"บาท","[5]"]
[null,"แผ่นพลาสติก",null,null,{"$f":"HLOOKUP($E$238,$E$248:$L$254,7)","v":3},"ม.     @",{"$f":"H$233","v":10},"บาท","=",0,"บาท","[6] ไม่คิดค่าใช้จ่าย"]
[null,"ค่าใช้จ่ายรวม",null,null,null,null,null,null,"=",{"$f":"TRUNC(SUM(J239:J243),2)","v":226.19},"บาท","[7]=[2]+[3]+[4]+[5]+[6]"]
[null,"ค่างานต้นทุน",null,null,{"$f":"J244","v":226.19},"/",{"$f":"E238","v":2.5},null,"=",{"$f":"ROUND(J244/G245,2)","v":90.48},"บาท/ม.","[10]=[9]/[1]"]
[]
[null,"หมายเหตุ"]
[null,"ความกว้างช่องจราจร (ม.)",null,null,2,2.5,3,3.5,4,4.5,5,6]
[null,"ความหนา (ซม.)",null,null,{"$f":"E222","v":0},{"$f":"E249","v":0},{"$f":"F249","v":0},0,0,0,0,0]
[null,{"$f":"\"DOWEL  BAR   RB \"&ข้อมูลโครงการ!P61&\"   (กก.)\"","v":"DOWEL  BAR   RB 19   (กก.)"},null,null,{"$f":"ROUND(((INT((E248/ข้อมูลโครงการ!$P$62))*ข้อมูลโครงการ!$P$60))*IF(ข้อมูลโครงการ!$P$61=15,1.39,IF(ข้อมูลโครงการ!$P$61=19,2.23)),2)","v":4.46},{"$f":"ROUND(((INT((F248/ข้อมูลโครงการ!$P$62))*ข้อมูลโครงการ!$P$60))*IF(ข้อมูลโครงการ!$P$61=15,1.39,IF(ข้อมูลโครงการ!$P$61=19,2.23)),2)","v":5.58},{"$f":"ROUND(((INT((G248/ข้อมูลโครงการ!$P$62))*ข้อมูลโครงการ!$P$60))*IF(ข้อมูลโครงการ!$P$61=15,1.39,IF(ข้อมูลโครงการ!$P$61=19,2.23)),2)","v":6.69},{"$f":"ROUND(((INT((H248/ข้อมูลโครงการ!$P$62))*ข้อมูลโครงการ!$P$60))*IF(ข้อมูลโครงการ!$P$61=15,1.39,IF(ข้อมูลโครงการ!$P$61=19,2.23)),2)","v":7.81},{"$f":"ROUND(((INT((I248/ข้อมูลโครงการ!$P$62))*ข้อมูลโครงการ!$P$60))*IF(ข้อมูลโครงการ!$P$61=15,1.39,IF(ข้อมูลโครงการ!$P$61=19,2.23)),2)","v":8.92},{"$f":"ROUND(((INT((J248/ข้อมูลโครงการ!$P$62))*ข้อมูลโครงการ!$P$60))*IF(ข้อมูลโครงการ!$P$61=15,1.39,IF(ข้อมูลโครงการ!$P$61=19,2.23)),2)","v":10.039999999999999},{"$f":"ROUND(((INT((K248/ข้อมูลโครงการ!$P$62))*ข้อมูลโครงการ!$P$60))*IF(ข้อมูลโครงการ!$P$61=15,1.39,IF(ข้อมูลโครงการ!$P$61=19,2.23)),2)","v":11.15},{"$f":"ROUND(((INT((L248/ข้อมูลโครงการ!$P$62))*ข้อมูลโครงการ!$P$60))*IF(ข้อมูลโครงการ!$P$61=15,1.39,IF(ข้อมูลโครงการ!$P$61=19,2.23)),2)","v":13.38}]
[null,"ตัด JOINT ลึก (ซม.)",null,null,{"$f":"ROUND(E249/4,4)","v":0},{"$f":"ROUND(F249/4,4)","v":0},{"$f":"ROUND(G249/4,4)","v":0},{"$f":"ROUND(H249/4,4)","v":0},0,0,0,0]
[null,"ทาสี + จาระบี (ชุด)",null,null,{"$f":"INT(E248/ข้อมูลโครงการ!$P$62)","v":4},{"$f":"INT(F248/ข้อมูลโครงการ!$P$62)","v":5},{"$f":"INT(G248/ข้อมูลโครงการ!$P$62)","v":6},{"$f":"INT(H248/ข้อมูลโครงการ!$P$62)","v":7},{"$f":"INT(I248/ข้อมูลโครงการ!$P$62)","v":8},{"$f":"INT(J248/ข้อมูลโครงการ!$P$62)","v":9},{"$f":"INT(K248/ข้อมูลโครงการ!$P$62)","v":10},{"$f":"INT(L248/ข้อมูลโครงการ!$P$62)","v":12}]
[null,"JOINT  SEALER (ลิตร)",null,null,{"$f":"ROUND(E248*(ข้อมูลโครงการ!$P$57/100)*(ข้อมูลโครงการ!$P$58/100)*1000,2)","v":0.4},{"$f":"ROUND(F248*(ข้อมูลโครงการ!$P$57/100)*(ข้อมูลโครงการ!$P$58/100)*1000,2)","v":0.5},{"$f":"ROUND(G248*(ข้อมูลโครงการ!$P$57/100)*(ข้อมูลโครงการ!$P$58/100)*1000,2)","v":0.6},{"$f":"ROUND(H248*(ข้อมูลโครงการ!$P$57/100)*(ข้อมูลโครงการ!$P$58/100)*1000,2)","v":0.7},{"$f":"ROUND(I248*(ข้อมูลโครงการ!$P$57/100)*(ข้อมูลโครงการ!$P$58/100)*1000,2)","v":0.8},{"$f":"ROUND(J248*(ข้อมูลโครงการ!$P$57/100)*(ข้อมูลโครงการ!$P$58/100)*1000,2)","v":0.9},{"$f":"ROUND(K248*(ข้อมูลโครงการ!$P$57/100)*(ข้อมูลโครงการ!$P$58/100)*1000,2)","v":1},{"$f":"ROUND(L248*(ข้อมูลโครงการ!$P$57/100)*(ข้อมูลโครงการ!$P$58/100)*1000,2)","v":1.2}]
[null,"แผ่นพลาสติก (ม.)",null,null,{"$f":"E248*1.2","v":2.4},{"$f":"F248*1.2","v":3},3.5999999999999996,4.2,4.8,5.3999999999999995,6,7.1999999999999993]
[null,"ค่าทาสี  +  จาระบี  ที่  Dowel  Bar  @   4.-  บาท  (ประมาณ)"]
[]
[]
[]
["รอยต่อตามยาว(Longitudinal Joint)"]
[null,"คิดจากความยาว ",null,null,{"$f":"ปริมาณงาน!L19","v":10},"ม.",null,null,null,null,null,"[1]"]
[null,{"$f":"\"ค่าเหล็ก DB \"&ข้อมูลโครงการ!P47","v":"ค่าเหล็ก DB 12"},null,null,{"$f":"E269","v":8.8800000000000008},"กก.   @",{"$f":"IF(ข้อมูลโครงการ!$P$47=12,TRUNC(สรุปวัสดุและค่าดำเนินการ!$L$18/1000,2),IF(ข้อมูลโครงการ!$P$47=16,TRUNC(สรุปวัสดุและค่าดำเนินการ!$L$19/1000,2),IF(ข้อมูลโครงการ!$P$47=20,TRUNC(สรุปวัสดุและค่าดำเนินการ!#REF!/1000,2))))","v":23.06},"บาท","=",{"$f":"TRUNC(E261*G261,2)","v":204.77},"บาท","[2]"]
[null,"ค่าตัด  JOINT และหยอดยาง ",null,null,{"$f":"E260","v":10},"ม.     @",{"$f":"รวมตารางคำนวณ!Q64","v":22.9},"บาท","=",{"$f":"TRUNC(E262*G262,2)","v":229},"บาท","[3] (จากตารางค่าดำเนินการฯ)"]
[null,"JOINT  SEALER",null,null,{"$f":"E271","v":2},"ลิตร   @",{"$f":"H$232","v":45},"บาท","=",90,"บาท","[4]"]
[null,"ค่าใช้จ่ายรวม",null,null,null,null,null,null,"=",{"$f":"TRUNC(SUM(J261:J263),2)","v":523.77},"บาท","[5]=[2]+[3]+[4]"]
[null,"ค่างานต้นทุน",null,null,{"$f":"J264","v":523.77},"/",{"$f":"E260","v":10},null,"=",{"$f":"TRUNC(J$264/G265,2)","v":52.37},"บาท/ม.","[6]=[5]/[1]"]
[]
[null,{"$f":"\"หมายเหตุ   คิดจากความยาว  \"&E260&\"  เมตร\"","v":"หมายเหตุ   คิดจากความยาว  10  เมตร"}]
[null,"ความหนาคอนกรีต  (ซม)",null,null,{"$f":"B190","v":0}]
[null,{"$f":"\"TIE  BAR DB \"&ข้อมูลโครงการ!P47&\" (กก.)\"","v":"TIE  BAR DB 12 (กก.)"},null,null,{"$f":"ROUND(IF(ข้อมูลโครงการ!$P$47=12,ROUND(((INT((E$260/ข้อมูลโครงการ!$P$48))*ข้อมูลโครงการ!$P$46))*0.888,2),IF(ข้อมูลโครงการ!$P$47=16,ROUND(((INT((E$260/ข้อมูลโครงการ!$P$48))*ข้อมูลโครงการ!$P$46))*1.58,2),IF(ข้อมูลโครงการ!$P$47=20,ROUND(((INT((E$260/ข้อมูลโครงการ!$P$48))*ข้อมูลโครงการ!$P$46))*2.47,2),0))),2)","v":8.8800000000000008}]
[null,"ตัด  JOINT  ลึก (ซม.)",null,null,{"$f":"ROUND(E$268/4,4)","v":0}]
[null,"JOINT  SEALER (ลิตร)",null,null,{"$f":"ปริมาณงาน!L96","v":2}]
[]
[]
[]
[]
[]
["งานท่อกลมคอนกรีตเสริมเหล็ก (R.C. Pipe Culverts) ขนาด",null,null,null,null,null,null,"Ø 0.30","ม."]
[null,"ขุดดิน",null,null,{"$f":"'ท่อ คสล.'!V6","v":0.97999999999999987},"ลบ.ม. @",{"$f":"รวมตารางคำนวณ!$Q$18","v":21.09},null,"บาท","=",{"$f":"TRUNC(G278*E278,2)","v":20.66},"บาท/ม.","[1]"]
[null,"ค่าท่อ คสล.",null,null,null,null,null,null,null,"=",{"$f":"สรุปวัสดุและค่าดำเนินการ!$G$29","v":350.47},"บาท/ม.","[2]"]
[null,"ค่าขนส่งท่อ",null,null,null,null,null,null,null,"=",{"$f":"I288","v":45.93},"บาท/ม.","[3]"]
[null,"ค่าวางและกลบกลับ",null,null,null,null,null,null,null,"=",140,"บาท/ม.","[4]"]
[null,"ค่าใช้จ่ายรวม",null,null,null,null,null,null,null,null,{"$f":"TRUNC(SUM(K278:K281),2)","v":557.05999999999995},"บาท/ม.","[5]=[1]+[2]+[3]+[4]"]
[null,"ค่างานต้นทุน",null,null,{"$f":"K282","v":557.05999999999995},"/",1,null,null,"=",{"$f":"K282","v":557.05999999999995},"บาท/ม.","[6]=[5]/ความยาวท่อ"]
[null,"หมายเหตุ     "]
[null,"ค่าขนส่งท่อคิดจากการขนโดยรถบรรทุก  10  ล้อ  เที่ยวละ  13  ตัน"]
[null,"ค่าขนท่อขึ้น – ลง  คิดเที่ยวละ",null,null,"300.-  บาท"]
[null,"ค่าขนส่ง",{"$f":"ข้อมูลวัสดุ!AK23","v":60},"กม.    = (",{"$f":"ระยะทางและค่าขนส่ง!$AE$20","v":146.53},"  x 13) + 300",null,"=",{"$f":"TRUNC((E287*13)+300,2)","v":2204.89},"บาท / เที่ยวค่าขนส่ง"]
[null,"เฉลี่ย ",null,"        = ",{"$f":"I287","v":2204.89},"/",{"$f":"E375","v":48},"=",{"$f":"TRUNC(E288/G288,2)","v":45.93},"บาท / ม."]
[]
["งานท่อกลมคอนกรีตเสริมเหล็ก (R.C. Pipe Culverts) ขนาด",null,null,null,null,null,null,"Ø 0.40","ม."]
[null,"ขุดดิน",null,null,{"$f":"'ท่อ คสล.'!V7","v":1.2464000000000002},"ลบ.ม. @",{"$f":"รวมตารางคำนวณ!$Q$18","v":21.09},null,"บาท","=",{"$f":"TRUNC(G291*E291,2)","v":26.28},"บาท/ม.","[1]"]
[null,"ค่าท่อ คสล.",null,null,null,null,null,null,null,"=",{"$f":"สรุปวัสดุและค่าดำเนินการ!$G$30","v":455.6},"บาท/ม.","[2]"]
[null,"ค่าขนส่งท่อ",null,null,null,null,null,null,null,"=",{"$f":"I301","v":68.900000000000006},"บาท/ม.","[3]"]
[null,"ค่าวางและกลบกลับ",null,null,null,null,null,null,null,"=",140,"บาท/ม.","[4]"]
[null,"ค่าใช้จ่ายรวม",null,null,null,null,null,null,null,null,{"$f":"TRUNC(SUM(K291:K294),2)","v":690.78},"บาท/ม.","[5]=[1]+[2]+[3]+[4]"]
[null,"ค่างานต้นทุน",null,null,{"$f":"K295","v":690.78},"/",1,null,null,"=",{"$f":"K295","v":690.78},"บาท/ม.","[6]=[5]/ความยาวท่อ"]
[null,"หมายเหตุ     "]
[null,"ค่าขนส่งท่อคิดจากการขนโดยรถบรรทุก  10  ล้อ  เที่ยวละ  13  ตัน"]
[null,"ค่าขนท่อขึ้น – ลง  คิดเที่ยวละ",null,null,"300.-  บาท"]
[null,"ค่าขนส่ง",{"$f":"ข้อมูลวัสดุ!AK24","v":60},"กม.    = (",{"$f":"ระยะทางและค่าขนส่ง!$AE$21","v":146.53},"  x 13) + 300",null,"=",{"$f":"TRUNC((E300*13)+300,2)","v":2204.89},"บาท / เที่ยวค่าขนส่ง"]
[null,"เฉลี่ย ",null,"        = ",{"$f":"I300","v":2204.89},"/",{"$f":"E376","v":32},"=",{"$f":"TRUNC(E301/G301,2)","v":68.900000000000006},"บาท / ม."]
[]
["งานท่อกลมคอนกรีตเสริมเหล็ก (R.C. Pipe Culverts) ขนาด",null,null,null,null,null,null,"Ø 0.60","ม."]
[null,"ขุดดิน",null,null,{"$f":"'ท่อ คสล.'!V9","v":2.1875},"ลบ.ม. @",{"$f":"รวมตารางคำนวณ!$Q$18","v":21.09},null,"บาท","=",{"$f":"TRUNC(G304*E304,2)","v":46.13},"บาท/ม.","[1]"]
[null,"ค่าท่อ คสล.",null,null,null,null,null,null,null,"=",{"$f":"สรุปวัสดุและค่าดำเนินการ!$G$31","v":602.80999999999995},"บาท/ม.","[2]"]
[null,"ค่าขนส่งท่อ",null,null,null,null,null,null,null,"=",{"$f":"I314","v":91.87},"บาท/ม.","[3]"]
[null,"ค่าวางและกลบกลับ",null,null,null,null,null,null,null,"=",{"$f":"I378","v":345},"บาท/ม.","[4]"]
[null,"ค่าใช้จ่ายรวม",null,null,null,null,null,null,null,null,{"$f":"TRUNC(SUM(K304:K307),2)","v":1085.81},"บาท/ม.","[5]=[1]+[2]+[3]+[4]"]
[null,"ค่างานต้นทุน",null,null,{"$f":"K308","v":1085.81},"/",1,null,null,"=",{"$f":"K308","v":1085.81},"บาท/ม.","[6]=[5]/ความยาวท่อ"]
[null,"หมายเหตุ     "]
[null,"ค่าขนส่งท่อคิดจากการขนโดยรถบรรทุก  10  ล้อ  เที่ยวละ  13  ตัน"]
[null,"ค่าขนท่อขึ้น – ลง  คิดเที่ยวละ",null,null,"300.-  บาท"]
[null,"ค่าขนส่ง",{"$f":"ข้อมูลวัสดุ!AK25","v":60},"กม.    = (",{"$f":"ระยะทางและค่าขนส่ง!$AE$22","v":146.53},"  x 13) + 300",null,"=",{"$f":"TRUNC((E313*13)+300,2)","v":2204.89},"บาท / เที่ยวค่าขนส่ง"]
[null,"เฉลี่ย ",null,"        = ",{"$f":"I313","v":2204.89},"/",{"$f":"E378","v":24},"=",{"$f":"TRUNC(E314/G314,2)","v":91.87},"บาท / ม."]
[]
["งานท่อกลมคอนกรีตเสริมเหล็ก (R.C. Pipe Culverts) ขนาด",null,null,null,null,null,null,"Ø 0.80","ม."]
[null,"ขุดดิน",null,null,{"$f":"'ท่อ คสล.'!V10","v":3.5621},"ลบ.ม. @",{"$f":"รวมตารางคำนวณ!$Q$18","v":21.09},null,"บาท","=",{"$f":"TRUNC(G317*E317,2)","v":75.12},"บาท/ม.","[1]"]
[null,"ค่าท่อ คสล.",null,null,null,null,null,null,null,"=",{"$f":"สรุปวัสดุและค่าดำเนินการ!$G$32","v":1200.9100000000001},"บาท/ม.","[2]"]
[null,"ค่าขนส่งท่อ",null,null,null,null,null,null,null,"=",{"$f":"I327","v":122.49},"บาท/ม.","[3]"]
[null,"ค่าวางและกลบกลับ",null,null,null,null,null,null,null,"=",{"$f":"I379","v":421},"บาท/ม.","[4]"]
[null,"ค่าใช้จ่ายรวม",null,null,null,null,null,null,null,null,{"$f":"TRUNC(SUM(K317:K320),2)","v":1819.52},"บาท/ม.","[5]=[1]+[2]+[3]+[4]"]
[null,"ค่างานต้นทุน",null,null,{"$f":"K321","v":1819.52},"/",1,null,null,"=",{"$f":"K321","v":1819.52},"บาท/ม.","[6]=[5]/ความยาวท่อ"]
[null,"หมายเหตุ     "]
[null,"ค่าขนส่งท่อคิดจากการขนโดยรถบรรทุก  10  ล้อ  เที่ยวละ  13  ตัน"]
[null,"ค่าขนท่อขึ้น – ลง  คิดเที่ยวละ",null,null,"300.-  บาท"]
[null,"ค่าขนส่ง",{"$f":"ข้อมูลวัสดุ!AK26","v":60},"กม.    = (",{"$f":"ระยะทางและค่าขนส่ง!$AE$23","v":146.53},"  x 13) + 300",null,"=",{"$f":"TRUNC((E326*13)+300,2)","v":2204.89},"บาท / เที่ยวค่าขนส่ง"]
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[]
[]
[]
[]
["งานท่อกลมคอนกรีตเสริมเหล็ก (R.C. Pipe Culverts) ขนาด",null,null,null,null,null,null,"Ø 1.00","ม."]
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[null,"ค่าท่อ คสล.",null,null,null,null,null,null,null,"=",{"$f":"สรุปวัสดุและค่าดำเนินการ!$G$33","v":1785.05},"บาท/ม.","[2]"]
[null,"ค่าขนส่งท่อ",null,null,null,null,null,null,null,"=",{"$f":"I343","v":220.48},"บาท/ม.","[3]"]
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[null,"ค่าใช้จ่ายรวม",null,null,null,null,null,null,null,null,{"$f":"TRUNC(SUM(K333:K336),2)","v":2619.46},"บาท/ม.","[5]=[1]+[2]+[3]+[4]"]
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[null,"หมายเหตุ     "]
[null,"ค่าขนส่งท่อคิดจากการขนโดยรถบรรทุก  10  ล้อ  เที่ยวละ  13  ตัน"]
[null,"ค่าขนท่อขึ้น – ลง  คิดเที่ยวละ",null,null,"300.-  บาท"]
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[]
["งานท่อกลมคอนกรีตเสริมเหล็ก (R.C. Pipe Culverts) ขนาด",null,null,null,null,null,null,"Ø 1.20","ม."]
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[null,"ค่าท่อ คสล.",null,null,null,null,null,null,null,"=",{"$f":"สรุปวัสดุและค่าดำเนินการ!$G$34","v":2710.28},"บาท/ม.","[2]"]
[null,"ค่าขนส่งท่อ",null,null,null,null,null,null,null,"=",{"$f":"I356","v":275.61},"บาท/ม.","[3]"]
[null,"ค่าวางและกลบกลับ",null,null,null,null,null,null,null,"=",{"$f":"I381","v":575},"บาท/ม.","[4]"]
[null,"ค่าใช้จ่ายรวม",null,null,null,null,null,null,null,null,{"$f":"TRUNC(SUM(K346:K349),2)","v":3687.48},"บาท/ม.","[5]=[1]+[2]+[3]+[4]"]
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[null,"หมายเหตุ     "]
[null,"ค่าขนส่งท่อคิดจากการขนโดยรถบรรทุก  10  ล้อ  เที่ยวละ  13  ตัน"]
[null,"ค่าขนท่อขึ้น – ลง  คิดเที่ยวละ",null,null,"300.-  บาท"]
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[]
["งานท่อกลมคอนกรีตเสริมเหล็ก (R.C. Pipe Culverts) ขนาด",null,null,null,null,null,null,"Ø 1.50","ม."]
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[null,"ค่าท่อ คสล.",null,null,null,null,null,null,null,"=",{"$f":"สรุปวัสดุและค่าดำเนินการ!$G$35","v":4485.9799999999996},"บาท/ม.","[2]"]
[null,"ค่าขนส่งท่อ",null,null,null,null,null,null,null,"=",{"$f":"I369","v":440.97},"บาท/ม.","[3]"]
[null,"ค่าวางและกลบกลับ",null,null,null,null,null,null,null,"=",{"$f":"I382","v":635},"บาท/ม.","[4]"]
[null,"ค่าใช้จ่ายรวม",null,null,null,null,null,null,null,null,{"$f":"TRUNC(SUM(K359:K362),2)","v":5739.1},"บาท/ม.","[5]=[1]+[2]+[3]+[4]"]
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[null,"หมายเหตุ     "]
[null,"ค่าขนส่งท่อคิดจากการขนโดยรถบรรทุก  10  ล้อ  เที่ยวละ  13  ตัน"]
[null,"ค่าขนท่อขึ้น – ลง  คิดเที่ยวละ",null,null,"300.-  บาท"]
[null,"ค่าขนส่ง",{"$f":"ข้อมูลวัสดุ!AK29","v":60},"กม.    = (",{"$f":"ระยะทางและค่าขนส่ง!$AE$26","v":146.53},"  x 13) + 300",null,"=",{"$f":"TRUNC((E368*13)+300,2)","v":2204.89},"บาท / เที่ยวค่าขนส่ง"]
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[]
[]
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[null,null,"(ม.)",null,"(ม.)",null,"(ลบ.ม.)",null,"(บาท/ม.)",null,"(ลบ.ม.)",null,"(ลบ.ม.)"]
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[null,null,"Ø 0.40",null,32,null,0.21199999999999999,null,140,null,0.21199999999999999,null,0.18]
[null,null,"Ø 0.50",null,24,null,0.32200000000000001,null,250,null,0.32200000000000001,null,0.25]
[null,null,"Ø 0.60",null,24,null,0.442,null,345,null,0.442,null,0.32]
[null,null,"Ø 0.80",null,18,null,0.77,null,421,null,0.77,null,0.5]
[null,null,"Ø 1.00",null,10,null,1.169,null,510,null,1.169,null,0.75]
[null,null,"Ø 1.20",null,8,null,1.651,null,575,null,1.651,null,1]
[null,null,"Ø 1.50",null,5,null,2.5449999999999999,null,635,null,2.5449999999999999,null,1.45]

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[]
[null,"แนะนำการนำข้อมูลไปใช้"]
[null,null,"การดึงข้อมูลไปใช้ด้วยฟังก์ชั่น VLOOKUP ตัวอย่างกรณีหาค่าขนส่งรถ 10 ล้อ  ระยะขนส่ง 5 กม. ต้องการค่าบรรทุกหน่วยเป็น บาท/ ลบ.ม. พิมพ์ =VLOOKUP(E4,F10:H209,3)"]
[null,null,"E4 คือ ระยะขนส่ง 5 กม.  F10:H209  ขอบเขตของตารางค่าขนส่งรถ 10 ล้อ เลข 3 คือ คอลัมน์ของขอบเขตตารางที่ให้แสดงค่า ในที่นี้ต้องการให้แสดงค่าบรรทุกหน่วยเป็น ลบ.ม. จึงเป็น คอลัมน์ที่ 3 หากต้องการหน่วยเป็นตันให้เปลี่ยนเป็นเลข 2"]
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[]
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[null,{"$f":"'รถ 6 ล้อ'!B15:D15","v":11},{"$f":"'รถ 6 ล้อ'!C15:E15","v":37.15},{"$f":"'รถ 6 ล้อ'!D15:F15","v":52},null,{"$f":"'รถ 10 ล้อ'!B15","v":11},{"$f":"'รถ 10 ล้อ'!C15","v":27.89},{"$f":"'รถ 10 ล้อ'!D15","v":39.049999999999997},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B15","v":11},{"$f":"'รถ 10 ล้อ+พ่วง'!C15","v":17.79},{"$f":"'รถ 10 ล้อ+พ่วง'!D15","v":24.9},null,null,"         - ดันและตัก","ลบม.  หลวม",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H16,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I16)","v":39.46}]
[null,{"$f":"'รถ 6 ล้อ'!B16:D16","v":12},{"$f":"'รถ 6 ล้อ'!C16:E16","v":40.31},{"$f":"'รถ 6 ล้อ'!D16:F16","v":56.43},null,{"$f":"'รถ 10 ล้อ'!B16","v":12},{"$f":"'รถ 10 ล้อ'!C16","v":30.31},{"$f":"'รถ 10 ล้อ'!D16","v":42.43},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B16","v":12},{"$f":"'รถ 10 ล้อ+พ่วง'!C16","v":19.12},{"$f":"'รถ 10 ล้อ+พ่วง'!D16","v":26.77},null,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H17,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I17)","v":66.7}]
[null,{"$f":"'รถ 6 ล้อ'!B17:D17","v":13},{"$f":"'รถ 6 ล้อ'!C17:E17","v":43.47},{"$f":"'รถ 6 ล้อ'!D17:F17","v":60.85},null,{"$f":"'รถ 10 ล้อ'!B17","v":13},{"$f":"'รถ 10 ล้อ'!C17","v":32.729999999999997},{"$f":"'รถ 10 ล้อ'!D17","v":45.82},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B17","v":13},{"$f":"'รถ 10 ล้อ+พ่วง'!C17","v":20.45},{"$f":"'รถ 10 ล้อ+พ่วง'!D17","v":28.64},null,null,"         - ดันและตัก","ลบม.  หลวม",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H18,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I18)","v":74.790000000000006}]
[null,{"$f":"'รถ 6 ล้อ'!B18:D18","v":14},{"$f":"'รถ 6 ล้อ'!C18:E18","v":46.63},{"$f":"'รถ 6 ล้อ'!D18:F18","v":65.28},null,{"$f":"'รถ 10 ล้อ'!B18","v":14},{"$f":"'รถ 10 ล้อ'!C18","v":35.15},{"$f":"'รถ 10 ล้อ'!D18","v":49.21},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B18","v":14},{"$f":"'รถ 10 ล้อ+พ่วง'!C18","v":21.79},{"$f":"'รถ 10 ล้อ+พ่วง'!D18","v":30.5},null,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง"]
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[null,{"$f":"'รถ 6 ล้อ'!B20:D20","v":16},{"$f":"'รถ 6 ล้อ'!C20:E20","v":52.95},{"$f":"'รถ 6 ล้อ'!D20:F20","v":74.13},null,{"$f":"'รถ 10 ล้อ'!B20","v":16},{"$f":"'รถ 10 ล้อ'!C20","v":40},{"$f":"'รถ 10 ล้อ'!D20","v":55.99},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B20","v":16},{"$f":"'รถ 10 ล้อ+พ่วง'!C20","v":24.68},{"$f":"'รถ 10 ล้อ+พ่วง'!D20","v":34.549999999999997},null,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H21,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I21)","v":9.59}]
[null,{"$f":"'รถ 6 ล้อ'!B21:D21","v":17},{"$f":"'รถ 6 ล้อ'!C21:E21","v":56.11},{"$f":"'รถ 6 ล้อ'!D21:F21","v":78.55},null,{"$f":"'รถ 10 ล้อ'!B21","v":17},{"$f":"'รถ 10 ล้อ'!C21","v":42.41},{"$f":"'รถ 10 ล้อ'!D21","v":59.38},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B21","v":17},{"$f":"'รถ 10 ล้อ+พ่วง'!C21","v":26.19},{"$f":"'รถ 10 ล้อ+พ่วง'!D21","v":36.659999999999997},null,null,"  บดทับ","ลบม.  แน่น",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H22,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I22)","v":54.04}]
[null,{"$f":"'รถ 6 ล้อ'!B22:D22","v":18},{"$f":"'รถ 6 ล้อ'!C22:E22","v":59.27},{"$f":"'รถ 6 ล้อ'!D22:F22","v":82.98},null,{"$f":"'รถ 10 ล้อ'!B22","v":18},{"$f":"'รถ 10 ล้อ'!C22","v":44.83},{"$f":"'รถ 10 ล้อ'!D22","v":62.77},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B22","v":18},{"$f":"'รถ 10 ล้อ+พ่วง'!C22","v":27.69},{"$f":"'รถ 10 ล้อ+พ่วง'!D22","v":38.76},null,5,"งานไหล่ทางลูกรัง ผสม - บดทับ"]
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[null,{"$f":"'รถ 6 ล้อ'!B24:D24","v":20},{"$f":"'รถ 6 ล้อ'!C24:E24","v":65.59},{"$f":"'รถ 6 ล้อ'!D24:F24","v":91.83},null,{"$f":"'รถ 10 ล้อ'!B24","v":20},{"$f":"'รถ 10 ล้อ'!C24","v":49.68},{"$f":"'รถ 10 ล้อ'!D24","v":69.55},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B24","v":20},{"$f":"'รถ 10 ล้อ+พ่วง'!C24","v":30.7},{"$f":"'รถ 10 ล้อ+พ่วง'!D24","v":42.98},null,null,"  บดทับ","ลบม.  แน่น",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H25,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I25)","v":69.89}]
[null,{"$f":"'รถ 6 ล้อ'!B25:D25","v":21},{"$f":"'รถ 6 ล้อ'!C25:E25","v":68.75},{"$f":"'รถ 6 ล้อ'!D25:F25","v":96.25},null,{"$f":"'รถ 10 ล้อ'!B25","v":21},{"$f":"'รถ 10 ล้อ'!C25","v":52.1},{"$f":"'รถ 10 ล้อ'!D25","v":72.94},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B25","v":21},{"$f":"'รถ 10 ล้อ+พ่วง'!C25","v":32.200000000000003},{"$f":"'รถ 10 ล้อ+พ่วง'!D25","v":45.08},null,6,"งานพื้นทาง ( หินคลุก )"]
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[null,{"$f":"'รถ 6 ล้อ'!B27:D27","v":23},{"$f":"'รถ 6 ล้อ'!C27:E27","v":75.069999999999993},{"$f":"'รถ 6 ล้อ'!D27:F27","v":105.1},null,{"$f":"'รถ 10 ล้อ'!B27","v":23},{"$f":"'รถ 10 ล้อ'!C27","v":56.94},{"$f":"'รถ 10 ล้อ'!D27","v":79.709999999999994},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B27","v":23},{"$f":"'รถ 10 ล้อ+พ่วง'!C27","v":35.21},{"$f":"'รถ 10 ล้อ+พ่วง'!D27","v":49.29},null,null,"  บดทับ","ลบม.  แน่น",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H28,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I28)","v":85.77}]
[null,{"$f":"'รถ 6 ล้อ'!B28:D28","v":24},{"$f":"'รถ 6 ล้อ'!C28:E28","v":78.23},{"$f":"'รถ 6 ล้อ'!D28:F28","v":109.52},null,{"$f":"'รถ 10 ล้อ'!B28","v":24},{"$f":"'รถ 10 ล้อ'!C28","v":59.36},{"$f":"'รถ 10 ล้อ'!D28","v":83.11},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B28","v":24},{"$f":"'รถ 10 ล้อ+พ่วง'!C28","v":36.71},{"$f":"'รถ 10 ล้อ+พ่วง'!D28","v":51.4},null,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H29,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I29)","v":7.93}]
[null,{"$f":"'รถ 6 ล้อ'!B29:D29","v":25},{"$f":"'รถ 6 ล้อ'!C29:E29","v":81.39},{"$f":"'รถ 6 ล้อ'!D29:F29","v":113.95},null,{"$f":"'รถ 10 ล้อ'!B29","v":25},{"$f":"'รถ 10 ล้อ'!C29","v":61.79},{"$f":"'รถ 10 ล้อ'!D29","v":86.5},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B29","v":25},{"$f":"'รถ 10 ล้อ+พ่วง'!C29","v":38.22},{"$f":"'รถ 10 ล้อ+พ่วง'!D29","v":53.5},null,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ"]
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[null,{"$f":"'รถ 6 ล้อ'!B31:D31","v":27},{"$f":"'รถ 6 ล้อ'!C31:E31","v":87.71},{"$f":"'รถ 6 ล้อ'!D31:F31","v":122.8},null,{"$f":"'รถ 10 ล้อ'!B31","v":27},{"$f":"'รถ 10 ล้อ'!C31","v":66.63},{"$f":"'รถ 10 ล้อ'!D31","v":93.28},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B31","v":27},{"$f":"'รถ 10 ล้อ+พ่วง'!C31","v":41.22},{"$f":"'รถ 10 ล้อ+พ่วง'!D31","v":57.71},null,null,"  หินคลุก 10 ซม.","ตรม.",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H32,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I32)","v":13.9}]
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[null,{"$f":"'รถ 6 ล้อ'!B33:D33","v":29},{"$f":"'รถ 6 ล้อ'!C33:E33","v":94.04},{"$f":"'รถ 6 ล้อ'!D33:F33","v":131.65},null,{"$f":"'รถ 10 ล้อ'!B33","v":29},{"$f":"'รถ 10 ล้อ'!C33","v":71.459999999999994},{"$f":"'รถ 10 ล้อ'!D33","v":100.04},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B33","v":29},{"$f":"'รถ 10 ล้อ+พ่วง'!C33","v":44.23},{"$f":"'รถ 10 ล้อ+พ่วง'!D33","v":61.92},null,9,"งานราดยางไพรม์โค้ต","ตรม.",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H34,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I34)","v":7.02}]
[null,{"$f":"'รถ 6 ล้อ'!B34:D34","v":30},{"$f":"'รถ 6 ล้อ'!C34:E34","v":97.19},{"$f":"'รถ 6 ล้อ'!D34:F34","v":136.07},null,{"$f":"'รถ 10 ล้อ'!B34","v":30},{"$f":"'รถ 10 ล้อ'!C34","v":73.89},{"$f":"'รถ 10 ล้อ'!D34","v":103.45},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B34","v":30},{"$f":"'รถ 10 ล้อ+พ่วง'!C34","v":45.74},{"$f":"'รถ 10 ล้อ+พ่วง'!D34","v":64.03},null,10,"งานราดยางแทคโค้ต","ตรม.",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H35,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I35)","v":6.81}]
[null,{"$f":"'รถ 6 ล้อ'!B35:D35","v":31},{"$f":"'รถ 6 ล้อ'!C35:E35","v":100.36},{"$f":"'รถ 6 ล้อ'!D35:F35","v":140.5},null,{"$f":"'รถ 10 ล้อ'!B35","v":31},{"$f":"'รถ 10 ล้อ'!C35","v":76.3},{"$f":"'รถ 10 ล้อ'!D35","v":106.82},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B35","v":31},{"$f":"'รถ 10 ล้อ+พ่วง'!C35","v":47.24},{"$f":"'รถ 10 ล้อ+พ่วง'!D35","v":66.13},null,11,"งานผิวทางแบบบาง"]
[null,{"$f":"'รถ 6 ล้อ'!B36:D36","v":32},{"$f":"'รถ 6 ล้อ'!C36:E36","v":103.52},{"$f":"'รถ 6 ล้อ'!D36:F36","v":144.91999999999999},null,{"$f":"'รถ 10 ล้อ'!B36","v":32},{"$f":"'รถ 10 ล้อ'!C36","v":78.739999999999995},{"$f":"'รถ 10 ล้อ'!D36","v":110.23},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B36","v":32},{"$f":"'รถ 10 ล้อ+พ่วง'!C36","v":48.74},{"$f":"'รถ 10 ล้อ+พ่วง'!D36","v":68.239999999999995},null,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H37,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I37)","v":16.11}]
[null,{"$f":"'รถ 6 ล้อ'!B37:D37","v":33},{"$f":"'รถ 6 ล้อ'!C37:E37","v":106.68},{"$f":"'รถ 6 ล้อ'!D37:F37","v":149.35},null,{"$f":"'รถ 10 ล้อ'!B37","v":33},{"$f":"'รถ 10 ล้อ'!C37","v":81.16},{"$f":"'รถ 10 ล้อ'!D37","v":113.62},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B37","v":33},{"$f":"'รถ 10 ล้อ+พ่วง'!C37","v":50.24},{"$f":"'รถ 10 ล้อ+พ่วง'!D37","v":70.34},null,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H38,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I38)","v":22.26}]
[null,{"$f":"'รถ 6 ล้อ'!B38:D38","v":34},{"$f":"'รถ 6 ล้อ'!C38:E38","v":109.84},{"$f":"'รถ 6 ล้อ'!D38:F38","v":153.77000000000001},null,{"$f":"'รถ 10 ล้อ'!B38","v":34},{"$f":"'รถ 10 ล้อ'!C38","v":83.58},{"$f":"'รถ 10 ล้อ'!D38","v":117.02},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B38","v":34},{"$f":"'รถ 10 ล้อ+พ่วง'!C38","v":51.75},{"$f":"'รถ 10 ล้อ+พ่วง'!D38","v":72.45},null,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H39,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I39)","v":33.1}]
[null,{"$f":"'รถ 6 ล้อ'!B39:D39","v":35},{"$f":"'รถ 6 ล้อ'!C39:E39","v":113},{"$f":"'รถ 6 ล้อ'!D39:F39","v":158.19999999999999},null,{"$f":"'รถ 10 ล้อ'!B39","v":35},{"$f":"'รถ 10 ล้อ'!C39","v":85.99},{"$f":"'รถ 10 ล้อ'!D39","v":120.39},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B39","v":35},{"$f":"'รถ 10 ล้อ+พ่วง'!C39","v":53.25},{"$f":"'รถ 10 ล้อ+พ่วง'!D39","v":74.55},null,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H40,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I40)","v":48.46}]
[null,{"$f":"'รถ 6 ล้อ'!B40:D40","v":36},{"$f":"'รถ 6 ล้อ'!C40:E40","v":116.16},{"$f":"'รถ 6 ล้อ'!D40:F40","v":162.62},null,{"$f":"'รถ 10 ล้อ'!B40","v":36},{"$f":"'รถ 10 ล้อ'!C40","v":88.42},{"$f":"'รถ 10 ล้อ'!D40","v":123.79},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B40","v":36},{"$f":"'รถ 10 ล้อ+พ่วง'!C40","v":54.76},{"$f":"'รถ 10 ล้อ+พ่วง'!D40","v":76.66},null,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )"]
[null,{"$f":"'รถ 6 ล้อ'!B41:D41","v":37},{"$f":"'รถ 6 ล้อ'!C41:E41","v":119.32},{"$f":"'รถ 6 ล้อ'!D41:F41","v":167.05},null,{"$f":"'รถ 10 ล้อ'!B41","v":37},{"$f":"'รถ 10 ล้อ'!C41","v":90.85},{"$f":"'รถ 10 ล้อ'!D41","v":127.18},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B41","v":37},{"$f":"'รถ 10 ล้อ+พ่วง'!C41","v":56.26},{"$f":"'รถ 10 ล้อ+พ่วง'!D41","v":78.760000000000005},null,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H42,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I42)","v":2.2599999999999998}]
[null,{"$f":"'รถ 6 ล้อ'!B42:D42","v":38},{"$f":"'รถ 6 ล้อ'!C42:E42","v":122.48},{"$f":"'รถ 6 ล้อ'!D42:F42","v":171.47},null,{"$f":"'รถ 10 ล้อ'!B42","v":38},{"$f":"'รถ 10 ล้อ'!C42","v":93.27},{"$f":"'รถ 10 ล้อ'!D42","v":130.58000000000001},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B42","v":38},{"$f":"'รถ 10 ล้อ+พ่วง'!C42","v":57.76},{"$f":"'รถ 10 ล้อ+พ่วง'!D42","v":80.87},null,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H43,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I43)","v":3.13}]
[null,{"$f":"'รถ 6 ล้อ'!B43:D43","v":39},{"$f":"'รถ 6 ล้อ'!C43:E43","v":125.64},{"$f":"'รถ 6 ล้อ'!D43:F43","v":175.89},null,{"$f":"'รถ 10 ล้อ'!B43","v":39},{"$f":"'รถ 10 ล้อ'!C43","v":95.69},{"$f":"'รถ 10 ล้อ'!D43","v":133.97},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B43","v":39},{"$f":"'รถ 10 ล้อ+พ่วง'!C43","v":59.27},{"$f":"'รถ 10 ล้อ+พ่วง'!D43","v":82.98},null,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H44,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I44)","v":4.6399999999999997}]
[null,{"$f":"'รถ 6 ล้อ'!B44:D44","v":40},{"$f":"'รถ 6 ล้อ'!C44:E44","v":128.80000000000001},{"$f":"'รถ 6 ล้อ'!D44:F44","v":180.33},null,{"$f":"'รถ 10 ล้อ'!B44","v":40},{"$f":"'รถ 10 ล้อ'!C44","v":98.1},{"$f":"'รถ 10 ล้อ'!D44","v":137.34},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B44","v":40},{"$f":"'รถ 10 ล้อ+พ่วง'!C44","v":60.77},{"$f":"'รถ 10 ล้อ+พ่วง'!D44","v":85.08},null,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H45,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I45)","v":6.8}]
[null,{"$f":"'รถ 6 ล้อ'!B45:D45","v":41},{"$f":"'รถ 6 ล้อ'!C45:E45","v":131.96},{"$f":"'รถ 6 ล้อ'!D45:F45","v":184.75},null,{"$f":"'รถ 10 ล้อ'!B45","v":41},{"$f":"'รถ 10 ล้อ'!C45","v":100.54},{"$f":"'รถ 10 ล้อ'!D45","v":140.75},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B45","v":41},{"$f":"'รถ 10 ล้อ+พ่วง'!C45","v":62.28},{"$f":"'รถ 10 ล้อ+พ่วง'!D45","v":87.19},null,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต"]
[null,{"$f":"'รถ 6 ล้อ'!B46:D46","v":42},{"$f":"'รถ 6 ล้อ'!C46:E46","v":135.12},{"$f":"'รถ 6 ล้อ'!D46:F46","v":189.17},null,{"$f":"'รถ 10 ล้อ'!B46","v":42},{"$f":"'รถ 10 ล้อ'!C46","v":102.96},{"$f":"'รถ 10 ล้อ'!D46","v":144.13999999999999},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B46","v":42},{"$f":"'รถ 10 ล้อ+พ่วง'!C46","v":63.78},{"$f":"'รถ 10 ล้อ+พ่วง'!D46","v":89.3},null,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H47,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I47)","v":361.64}]
[null,{"$f":"'รถ 6 ล้อ'!B47:D47","v":43},{"$f":"'รถ 6 ล้อ'!C47:E47","v":138.28},{"$f":"'รถ 6 ล้อ'!D47:F47","v":193.59},null,{"$f":"'รถ 10 ล้อ'!B47","v":43},{"$f":"'รถ 10 ล้อ'!C47","v":105.37},{"$f":"'รถ 10 ล้อ'!D47","v":147.52000000000001},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B47","v":43},{"$f":"'รถ 10 ล้อ+พ่วง'!C47","v":65.28},{"$f":"'รถ 10 ล้อ+พ่วง'!D47","v":91.39},null,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H48,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I48)","v":0}]
[null,{"$f":"'รถ 6 ล้อ'!B48:D48","v":44},{"$f":"'รถ 6 ล้อ'!C48:E48","v":141.44},{"$f":"'รถ 6 ล้อ'!D48:F48","v":198.02},null,{"$f":"'รถ 10 ล้อ'!B48","v":44},{"$f":"'รถ 10 ล้อ'!C48","v":107.8},{"$f":"'รถ 10 ล้อ'!D48","v":150.91999999999999},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B48","v":44},{"$f":"'รถ 10 ล้อ+พ่วง'!C48","v":66.790000000000006},{"$f":"'รถ 10 ล้อ+พ่วง'!D48","v":93.5},null,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",{"$f":"'ค่าดำเนินการ+ค่าเสื่อมราคา'!E49","v":250000}]
[null,{"$f":"'รถ 6 ล้อ'!B49:D49","v":45},{"$f":"'รถ 6 ล้อ'!C49:E49","v":144.6},{"$f":"'รถ 6 ล้อ'!D49:F49","v":202.44},null,{"$f":"'รถ 10 ล้อ'!B49","v":45},{"$f":"'รถ 10 ล้อ'!C49","v":110.21},{"$f":"'รถ 10 ล้อ'!D49","v":154.29},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B49","v":45},{"$f":"'รถ 10 ล้อ+พ่วง'!C49","v":68.290000000000006},{"$f":"'รถ 10 ล้อ+พ่วง'!D49","v":95.61},null,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม."]
[null,{"$f":"'รถ 6 ล้อ'!B50:D50","v":46},{"$f":"'รถ 6 ล้อ'!C50:E50","v":147.77000000000001},{"$f":"'รถ 6 ล้อ'!D50:F50","v":206.87},null,{"$f":"'รถ 10 ล้อ'!B50","v":46},{"$f":"'รถ 10 ล้อ'!C50","v":112.64},{"$f":"'รถ 10 ล้อ'!D50","v":157.69999999999999},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B50","v":46},{"$f":"'รถ 10 ล้อ+พ่วง'!C50","v":69.8},{"$f":"'รถ 10 ล้อ+พ่วง'!D50","v":97.72},null,null,"     บนผิวไพรม์โค้ต","ตรม.",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H51,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I51)","v":14.69}]
[null,{"$f":"'รถ 6 ล้อ'!B51:D51","v":47},{"$f":"'รถ 6 ล้อ'!C51:E51","v":150.93},{"$f":"'รถ 6 ล้อ'!D51:F51","v":211.3},null,{"$f":"'รถ 10 ล้อ'!B51","v":47},{"$f":"'รถ 10 ล้อ'!C51","v":115.05},{"$f":"'รถ 10 ล้อ'!D51","v":161.07},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B51","v":47},{"$f":"'รถ 10 ล้อ+พ่วง'!C51","v":71.3},{"$f":"'รถ 10 ล้อ+พ่วง'!D51","v":99.82},null,null,"     บนผิวแทคโค้ต","ตรม.",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H52,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I52)","v":11.52}]
[null,{"$f":"'รถ 6 ล้อ'!B52:D52","v":48},{"$f":"'รถ 6 ล้อ'!C52:E52","v":154.09},{"$f":"'รถ 6 ล้อ'!D52:F52","v":215.72},null,{"$f":"'รถ 10 ล้อ'!B52","v":48},{"$f":"'รถ 10 ล้อ'!C52","v":117.48},{"$f":"'รถ 10 ล้อ'!D52","v":164.47},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B52","v":48},{"$f":"'รถ 10 ล้อ+พ่วง'!C52","v":72.8},{"$f":"'รถ 10 ล้อ+พ่วง'!D52","v":101.92},null,14,"งานผิวทางคอนกรีต"]
[null,{"$f":"'รถ 6 ล้อ'!B53:D53","v":49},{"$f":"'รถ 6 ล้อ'!C53:E53","v":157.25},{"$f":"'รถ 6 ล้อ'!D53:F53","v":220.15},null,{"$f":"'รถ 10 ล้อ'!B53","v":49},{"$f":"'รถ 10 ล้อ'!C53","v":119.88},{"$f":"'รถ 10 ล้อ'!D53","v":167.83},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B53","v":49},{"$f":"'รถ 10 ล้อ+พ่วง'!C53","v":74.31},{"$f":"'รถ 10 ล้อ+พ่วง'!D53","v":104.03},null,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000]
[null,{"$f":"'รถ 6 ล้อ'!B54:D54","v":50},{"$f":"'รถ 6 ล้อ'!C54:E54","v":160.41},{"$f":"'รถ 6 ล้อ'!D54:F54","v":224.58},null,{"$f":"'รถ 10 ล้อ'!B54","v":50},{"$f":"'รถ 10 ล้อ'!C54","v":122.3},{"$f":"'รถ 10 ล้อ'!D54","v":171.22},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B54","v":50},{"$f":"'รถ 10 ล้อ+พ่วง'!C54","v":75.81},{"$f":"'รถ 10 ล้อ+พ่วง'!D54","v":106.14},null,null,"  ค่าผสมคอนกรีต","ลบม.",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H55,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I55)","v":188.4}]
[null,{"$f":"'รถ 6 ล้อ'!B55:D55","v":51},{"$f":"'รถ 6 ล้อ'!C55:E55","v":163.57},{"$f":"'รถ 6 ล้อ'!D55:F55","v":229},null,{"$f":"'รถ 10 ล้อ'!B55","v":51},{"$f":"'รถ 10 ล้อ'!C55","v":124.74},{"$f":"'รถ 10 ล้อ'!D55","v":174.63},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B55","v":51},{"$f":"'รถ 10 ล้อ+พ่วง'!C55","v":77.319999999999993},{"$f":"'รถ 10 ล้อ+พ่วง'!D55","v":108.25},null,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H56,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I56)","v":14.08}]
[null,{"$f":"'รถ 6 ล้อ'!B56:D56","v":52},{"$f":"'รถ 6 ล้อ'!C56:E56","v":166.73},{"$f":"'รถ 6 ล้อ'!D56:F56","v":233.42},null,{"$f":"'รถ 10 ล้อ'!B56","v":52},{"$f":"'รถ 10 ล้อ'!C56","v":127.15},{"$f":"'รถ 10 ล้อ'!D56","v":178},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B56","v":52},{"$f":"'รถ 10 ล้อ+พ่วง'!C56","v":78.819999999999993},{"$f":"'รถ 10 ล้อ+พ่วง'!D56","v":110.34},null,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H57,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I57)","v":20.6}]
[null,{"$f":"'รถ 6 ล้อ'!B57:D57","v":53},{"$f":"'รถ 6 ล้อ'!C57:E57","v":169.89},{"$f":"'รถ 6 ล้อ'!D57:F57","v":237.84},null,{"$f":"'รถ 10 ล้อ'!B57","v":53},{"$f":"'รถ 10 ล้อ'!C57","v":129.57},{"$f":"'รถ 10 ล้อ'!D57","v":181.39},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B57","v":53},{"$f":"'รถ 10 ล้อ+พ่วง'!C57","v":80.319999999999993},{"$f":"'รถ 10 ล้อ+พ่วง'!D57","v":112.44},null,null,"  ค่าปูผิวคอนกรีต","ตรม.",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H58,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I58)","v":12.02}]
[null,{"$f":"'รถ 6 ล้อ'!B58:D58","v":54},{"$f":"'รถ 6 ล้อ'!C58:E58","v":173.05},{"$f":"'รถ 6 ล้อ'!D58:F58","v":242.27},null,{"$f":"'รถ 10 ล้อ'!B58","v":54},{"$f":"'รถ 10 ล้อ'!C58","v":132.01},{"$f":"'รถ 10 ล้อ'!D58","v":184.81},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B58","v":54},{"$f":"'รถ 10 ล้อ+พ่วง'!C58","v":81.819999999999993},{"$f":"'รถ 10 ล้อ+พ่วง'!D58","v":114.55},null,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H59,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I59)","v":22.9}]
[null,{"$f":"'รถ 6 ล้อ'!B59:D59","v":55},{"$f":"'รถ 6 ล้อ'!C59:E59","v":176.21},{"$f":"'รถ 6 ล้อ'!D59:F59","v":246.7},null,{"$f":"'รถ 10 ล้อ'!B59","v":55},{"$f":"'รถ 10 ล้อ'!C59","v":134.41},{"$f":"'รถ 10 ล้อ'!D59","v":188.17},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B59","v":55},{"$f":"'รถ 10 ล้อ+พ่วง'!C59","v":83.33},{"$f":"'รถ 10 ล้อ+พ่วง'!D59","v":116.66},null,null,"  ค่าหยอดยางรอยต่อคอนกรีต","  เมตร",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H60,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I60)","v":14.1}]
[null,{"$f":"'รถ 6 ล้อ'!B60:D60","v":56},{"$f":"'รถ 6 ล้อ'!C60:E60","v":179.37},{"$f":"'รถ 6 ล้อ'!D60:F60","v":251.12},null,{"$f":"'รถ 10 ล้อ'!B60","v":56},{"$f":"'รถ 10 ล้อ'!C60","v":136.83000000000001},{"$f":"'รถ 10 ล้อ'!D60","v":191.56},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B60","v":56},{"$f":"'รถ 10 ล้อ+พ่วง'!C60","v":84.83},{"$f":"'รถ 10 ล้อ+พ่วง'!D60","v":118.76},null,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H61,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I61)","v":9}]
[null,{"$f":"'รถ 6 ล้อ'!B61:D61","v":57},{"$f":"'รถ 6 ล้อ'!C61:E61","v":182.53},{"$f":"'รถ 6 ล้อ'!D61:F61","v":255.55},null,{"$f":"'รถ 10 ล้อ'!B61","v":57},{"$f":"'รถ 10 ล้อ'!C61","v":139.26},{"$f":"'รถ 10 ล้อ'!D61","v":194.96},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B61","v":57},{"$f":"'รถ 10 ล้อ+พ่วง'!C61","v":86.33},{"$f":"'รถ 10 ล้อ+พ่วง'!D61","v":120.86},null,15,"งาน Stabilized Layer"]
[null,{"$f":"'รถ 6 ล้อ'!B62:D62","v":58},{"$f":"'รถ 6 ล้อ'!C62:E62","v":185.69},{"$f":"'รถ 6 ล้อ'!D62:F62","v":259.95999999999998},null,{"$f":"'รถ 10 ล้อ'!B62","v":58},{"$f":"'รถ 10 ล้อ'!C62","v":141.71},{"$f":"'รถ 10 ล้อ'!D62","v":198.39},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B62","v":58},{"$f":"'รถ 10 ล้อ+พ่วง'!C62","v":87.84},{"$f":"'รถ 10 ล้อ+พ่วง'!D62","v":122.97},null,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H63,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I63)","v":42.95}]
[null,{"$f":"'รถ 6 ล้อ'!B63:D63","v":59},{"$f":"'รถ 6 ล้อ'!C63:E63","v":188.85},{"$f":"'รถ 6 ล้อ'!D63:F63","v":264.39},null,{"$f":"'รถ 10 ล้อ'!B63","v":59},{"$f":"'รถ 10 ล้อ'!C63","v":144.11000000000001},{"$f":"'รถ 10 ล้อ'!D63","v":201.75},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B63","v":59},{"$f":"'รถ 10 ล้อ+พ่วง'!C63","v":89.34},{"$f":"'รถ 10 ล้อ+พ่วง'!D63","v":125.08},null,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H64,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I64)","v":45.01}]
[null,{"$f":"'รถ 6 ล้อ'!B64:D64","v":60},{"$f":"'รถ 6 ล้อ'!C64:E64","v":192.01},{"$f":"'รถ 6 ล้อ'!D64:F64","v":268.82},null,{"$f":"'รถ 10 ล้อ'!B64","v":60},{"$f":"'รถ 10 ล้อ'!C64","v":146.53},{"$f":"'รถ 10 ล้อ'!D64","v":205.14},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B64","v":60},{"$f":"'รถ 10 ล้อ+พ่วง'!C64","v":90.86},{"$f":"'รถ 10 ล้อ+พ่วง'!D64","v":127.2},null,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H65,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I65)","v":46.14}]
[null,{"$f":"'รถ 6 ล้อ'!B65:D65","v":61},{"$f":"'รถ 6 ล้อ'!C65:E65","v":195.18},{"$f":"'รถ 6 ล้อ'!D65:F65","v":273.25},null,{"$f":"'รถ 10 ล้อ'!B65","v":61},{"$f":"'รถ 10 ล้อ'!C65","v":148.96},{"$f":"'รถ 10 ล้อ'!D65","v":208.54},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B65","v":61},{"$f":"'รถ 10 ล้อ+พ่วง'!C65","v":92.35},{"$f":"'รถ 10 ล้อ+พ่วง'!D65","v":129.30000000000001},null,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H66,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I66)","v":45.01}]
[null,{"$f":"'รถ 6 ล้อ'!B66:D66","v":62},{"$f":"'รถ 6 ล้อ'!C66:E66","v":198.34},{"$f":"'รถ 6 ล้อ'!D66:F66","v":277.67},null,{"$f":"'รถ 10 ล้อ'!B66","v":62},{"$f":"'รถ 10 ล้อ'!C66","v":151.41},{"$f":"'รถ 10 ล้อ'!D66","v":211.97},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B66","v":62},{"$f":"'รถ 10 ล้อ+พ่วง'!C66","v":93.86},{"$f":"'รถ 10 ล้อ+พ่วง'!D66","v":131.4},null,16,"งาน Pavement  In  Place  Recycling"]
[null,{"$f":"'รถ 6 ล้อ'!B67:D67","v":63},{"$f":"'รถ 6 ล้อ'!C67:E67","v":201.5},{"$f":"'รถ 6 ล้อ'!D67:F67","v":282.10000000000002},null,{"$f":"'รถ 10 ล้อ'!B67","v":63},{"$f":"'รถ 10 ล้อ'!C67","v":153.80000000000001},{"$f":"'รถ 10 ล้อ'!D67","v":215.32},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B67","v":63},{"$f":"'รถ 10 ล้อ+พ่วง'!C67","v":95.36},{"$f":"'รถ 10 ล้อ+พ่วง'!D67","v":133.51},null,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H68,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I68)","v":28.52}]
[null,{"$f":"'รถ 6 ล้อ'!B68:D68","v":64},{"$f":"'รถ 6 ล้อ'!C68:E68","v":204.65},{"$f":"'รถ 6 ล้อ'!D68:F68","v":286.52},null,{"$f":"'รถ 10 ล้อ'!B68","v":64},{"$f":"'รถ 10 ล้อ'!C68","v":156.19999999999999},{"$f":"'รถ 10 ล้อ'!D68","v":218.68},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B68","v":64},{"$f":"'รถ 10 ล้อ+พ่วง'!C68","v":96.87},{"$f":"'รถ 10 ล้อ+พ่วง'!D68","v":135.62},null,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H69,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I69)","v":35.64}]
[null,{"$f":"'รถ 6 ล้อ'!B69:D69","v":65},{"$f":"'รถ 6 ล้อ'!C69:E69","v":207.82},{"$f":"'รถ 6 ล้อ'!D69:F69","v":290.95},null,{"$f":"'รถ 10 ล้อ'!B69","v":65},{"$f":"'รถ 10 ล้อ'!C69","v":158.62},{"$f":"'รถ 10 ล้อ'!D69","v":222.07},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B69","v":65},{"$f":"'รถ 10 ล้อ+พ่วง'!C69","v":98.36},{"$f":"'รถ 10 ล้อ+พ่วง'!D69","v":137.71},null,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H70,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I70)","v":47.53}]
[null,{"$f":"'รถ 6 ล้อ'!B70:D70","v":66},{"$f":"'รถ 6 ล้อ'!C70:E70","v":210.98},{"$f":"'รถ 6 ล้อ'!D70:F70","v":295.37},null,{"$f":"'รถ 10 ล้อ'!B70","v":66},{"$f":"'รถ 10 ล้อ'!C70","v":161.05000000000001},{"$f":"'รถ 10 ล้อ'!D70","v":225.47},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B70","v":66},{"$f":"'รถ 10 ล้อ+พ่วง'!C70","v":99.88},{"$f":"'รถ 10 ล้อ+พ่วง'!D70","v":139.83000000000001},null,null,"ขุดลึกเฉลี่ย 30 ซม.","ตรม.",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H71,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I71)","v":57.04}]
[null,{"$f":"'รถ 6 ล้อ'!B71:D71","v":67},{"$f":"'รถ 6 ล้อ'!C71:E71","v":214.14},{"$f":"'รถ 6 ล้อ'!D71:F71","v":299.8},null,{"$f":"'รถ 10 ล้อ'!B71","v":67},{"$f":"'รถ 10 ล้อ'!C71","v":163.49},{"$f":"'รถ 10 ล้อ'!D71","v":228.89},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B71","v":67},{"$f":"'รถ 10 ล้อ+พ่วง'!C71","v":101.37},{"$f":"'รถ 10 ล้อ+พ่วง'!D71","v":141.91999999999999},null,17,"งาน Slurry Seal","ตรม.",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H72,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I72)","v":12}]
[null,{"$f":"'รถ 6 ล้อ'!B72:D72","v":68},{"$f":"'รถ 6 ล้อ'!C72:E72","v":217.3},{"$f":"'รถ 6 ล้อ'!D72:F72","v":304.22000000000003},null,{"$f":"'รถ 10 ล้อ'!B72","v":68},{"$f":"'รถ 10 ล้อ'!C72","v":165.87},{"$f":"'รถ 10 ล้อ'!D72","v":232.22},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B72","v":68},{"$f":"'รถ 10 ล้อ+พ่วง'!C72","v":102.87},{"$f":"'รถ 10 ล้อ+พ่วง'!D72","v":144.02000000000001},null,18,"งาน Fog  Spray","ตรม.",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H73,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I73)","v":2.66}]
[null,{"$f":"'รถ 6 ล้อ'!B73:D73","v":69},{"$f":"'รถ 6 ล้อ'!C73:E73","v":220.46},{"$f":"'รถ 6 ล้อ'!D73:F73","v":308.64999999999998},null,{"$f":"'รถ 10 ล้อ'!B73","v":69},{"$f":"'รถ 10 ล้อ'!C73","v":168.34},{"$f":"'รถ 10 ล้อ'!D73","v":235.68},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B73","v":69},{"$f":"'รถ 10 ล้อ+พ่วง'!C73","v":104.38},{"$f":"'รถ 10 ล้อ+พ่วง'!D73","v":146.13},null,19,"งาน Hot Mixed  Recycling"]
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[null,{"$f":"'รถ 6 ล้อ'!B75:D75","v":71},{"$f":"'รถ 6 ล้อ'!C75:E75","v":226.79},{"$f":"'รถ 6 ล้อ'!D75:F75","v":317.51},null,{"$f":"'รถ 10 ล้อ'!B75","v":71},{"$f":"'รถ 10 ล้อ'!C75","v":173.15},{"$f":"'รถ 10 ล้อ'!D75","v":242.41},null,{"$f":"'รถ 10 ล้อ+พ่วง'!B75","v":71},{"$f":"'รถ 10 ล้อ+พ่วง'!C75","v":107.39},{"$f":"'รถ 10 ล้อ+พ่วง'!D75","v":150.35},null,null,"ขุดลึก  4  ซม.","ตรม.",{"$f":"IF($Q$9=\"ปกติ\",'ค่าดำเนินการ+ค่าเสื่อมราคา'!H76,'ค่าดำเนินการ+ค่าเสื่อมราคา'!I76)","v":67.19}]
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["ขนาดระบุ เส้นผ่านศูนย์กลางภายในและความหนา ท่อปากลิ้นราง"]
["มอก 128 - 2529"]
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[null,null,null,null,null,null,null,null,null,null,null,null,"มม.","ม.","มม.","ม.","ม.","ตร.ม.","ม.","หลังท่อหนา(ม.)","ม.","ลบ.ม."]
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[null,null,null,null,null,null,null,null,null,null,null,400,{"$f":"L7","v":400},{"$f":"M7/1000","v":0.4},60,{"$f":"O7/1000","v":0.06},{"$f":"N7+(P7*2)","v":0.52},{"$f":"ROUND((PI()*(Q7^2))/4,3)","v":0.21199999999999999},{"$f":"0.5+Q7+0.5","v":1.52},0.3,{"$f":"Q7+T7","v":0.82000000000000006},{"$f":"S7*U7","v":1.2464000000000002}]
[null,null,null,null,null,null,null,null,null,null,null,500,500,0.5,70,7.0000000000000007E-2,0.64,{"$f":"ROUND((PI()*(Q8^2))/4,3)","v":0.32200000000000001},1.6400000000000001,0.5,1.1400000000000001,1.8696000000000004]
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[null,null,null,null,null,null,null,null,null,null,null,800,800,0.8,95,9.5000000000000001E-2,0.99,0.77,1.99,0.8,1.79,3.5621]
[null,null,null,null,null,null,null,null,null,null,null,1000,1000,1,110,0.11,1.22,1.169,2.2199999999999998,1,2.2199999999999998,4.928399999999999]
[null,null,null,null,null,null,null,null,null,null,null,1200,1200,1.2,125,0.125,1.45,1.651,2.4500000000000002,1,2.4500000000000002,6.0025000000000013]
[null,null,null,null,null,null,null,null,null,null,null,1500,1500,1.5,150,0.15,1.8,2.5449999999999999,2.8,1.2,3,8.3999999999999986]
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[null,null,null,null,null,null,null,null,null,null,null,2000,2000,2,190,0.19,2.38,4.4489999999999998,3.38,1.5,3.88,13.1144]
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[]
[null,null,null,null,null,null,null,null,"ตารางคำนวณหาค่า Factor F งานก่อสร้างทาง"]
[]
[null,null,null,null,null,null,null,null,"ค่างานต้นทุน",null,{"$f":"L65","v":4945.5},null,"บาท","พื้นที่ฝนชุก"]
[null,null,null,null,null,null,null,null,"ค่าFactor F",null,{"$f":"IF(U6=1,IF(K4=0,0,IF(K4<=5000000,U14,IF(K4>=500000000,U50,Z19))),IF(U6=2,IF(K4=0,0,IF(K4<=5000000,V14,IF(K4>=500000000,V50,Z19))),IF(K4=0,0,IF(K4<=5000000,N14,IF(K4>=500000000,N50,Z19)))))","v":1.3347},null,null,"จังหวัด",null,null,null,null,null,null,{"$f":"ข้อมูลโครงการ!L6","v":"จังหวัดอื่นๆ"}]
[null,null,null,null,null,null,null,null,"ค่างานรวมค่า Factor F",null,{"$f":"ROUND((K5*K4),2)","v":6600.76},null,"บาท","ฝนชุก",null,null,null,null,null,null,{"$f":"VLOOKUP(U5,AA15:AB34,2,FALSE)","v":"ปกติ"}]
[]
[]
[null,"ตาราง Factor F งานก่อสร้างทาง"]
[null,"    เงินล่วงหน้าจ่าย",null,null,null,null,null,null,{"$f":"ข้อมูลโครงการ!P72","v":0},"%","ดอกเบี้ยเงินกู้",null,{"$f":"ข้อมูลโครงการ!P74","v":6},"%",null,null,null,null,null,null,null,null,null,null,null,"=IF($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$50,13,FALSE)))"]
[null,"    เงินประกันผลงานหัก",null,null,null,null,null,null,{"$f":"ข้อมูลโครงการ!P73","v":0},"%","ค่าภาษีมูลค่าเพิ่ม (VAT)",null,{"$f":"ข้อมูลโครงการ!P75","v":7},"%",null,null,null,null,null,null,null,null,null,null,null,"=IF($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$50,13,FALSE)))"]
[null,"ค่างาน\n(ทุน)\nล้านบาท","ค่าใช้จ่ายในการดำเนินงานก่อสร้าง (%)",null,null,null,null,null,null,null,null,"รวมในรูป\nFactor","ภาษีมูลค่าเพิ่ม\n(VAT)","Factor F","ค่า อก.ฝนชุก","กระทบ\nเดือน","ค่าอก.เพิ่ม","อัตรา\nดอกเบี้ยเพิ่ม","ค่าความเสี่ยงโครงการเพิ่ม",null,"Factor F\nฝนชุก\n1","Factor F\nฝนชุก\n2"]
[null,null,"ค่า\nอำนวยการ","ระยะเวลา\nก่อสร้าง","ระยะเวลา\nเบิกจ่ายเงิน","เงิน\nจ่ายล่วงหน้า","เงิน\nประกันผลงาน","ดอกเบี้ย\nเงินกู้","ค่า\nดอกเบี้ย","ค่า\nกำไร","รวม\nค่าใช้จ่าย",null,null,null,null,null,null,null,null,"รวม"]
[null," ไม่เกิน 5",18.2361,6,3,{"$f":"$I$10","v":0},{"$f":"$I$11","v":0},{"$f":"$M$10","v":6},{"$f":"(-1)*(H14/12)*((G14/100)+((D14+E14-1)*(F14/100))-(((F14+G14)/100)*((D14+1)/2))-(E14-1))","v":1},5.5,{"$f":"C14+I14+J14","v":24.7361},{"$f":"1+(K14/100)","v":1.2473609999999999},{"$f":"1+($M$11/100)","v":1.07},{"$f":"ROUND(L14*M14,4)","v":1.3347},18.081199999999999,1,{"$f":"P14/12*O14*D14/12","v":0.75338333333333329},{"$f":"P14/12*H14","v":0.5},0.625,{"$f":"Q14+R14+S14","v":1.8783833333333333},{"$f":"ROUND((L14+T14/100)*M14,4)","v":1.3548},{"$f":"ROUND((L14+2*(T14/100))*M14,4)","v":1.3749},null,"ค่างาน(ล้านบาท)",{"$f":"K4/1000000","v":4.9455000000000002E-3},null,"ฝนชุก"]
[null,5,18.2361,6,3,0,0,6,{"$f":"(-1)*(H15/12)*((G15/100)+((D15+E15-1)*(F15/100))-(((F15+G15)/100)*((D15+1)/2))-(E15-1))","v":1},5.5,{"$f":"C15+I15+J15","v":24.7361},{"$f":"1+(K15/100)","v":1.2473609999999999},1.07,{"$f":"ROUND(L15*M15,4)","v":1.3347},18.100000000000001,1,{"$f":"P15/12*O15*D15/12","v":0.75416666666666676},{"$f":"P15/12*H15","v":0.5},0.625,{"$f":"Q15+R15+S15","v":1.8791666666666669},{"$f":"ROUND((L15+T15/100)*M15,4)","v":1.3548},{"$f":"ROUND((L15+2*(T15/100))*M15,4)","v":1.3749},null,"ค่างานต่ำกว่า",{"$f":"VLOOKUP(Y14,B14:B49,1)","v":{"$error":"#N/A"}},{"$f":"IF($U$6=1,VLOOKUP(Y15,$B$15:$V$49,20,FALSE),IF($U$6=2,VLOOKUP(Y15,$B$15:$V$49,21,FALSE),VLOOKUP(Y15,$B$15:$V$49,13,FALSE)))","v":{"$error":"#N/A"}},"จังหวัดอื่นๆ","ปกติ"]
[null,10,14.041,9,3,0,0,6,1,5.5,20.541,{"$f":"1+(K16/100)","v":1.2054100000000001},1.07,1.2898000000000001,13.847200000000001,1,{"$f":"P16/12*O16*D16/12","v":0.86544999999999994},{"$f":"P16/12*H16","v":0.5},0.625,{"$f":"Q16+R16+S16","v":1.9904500000000001},{"$f":"ROUND((L16+T16/100)*M16,4)","v":1.3110999999999999},{"$f":"ROUND((L16+2*(T16/100))*M16,4)","v":1.3324},null,"ตำแหน่งค่าต่ำ",{"$f":"MATCH(Y15,B14:B49)","v":{"$error":"#N/A"}},null,"จันทบุรี",1]
[null,20,9.7858000000000001,12,3,0,0,6,1,5.5,16.285800000000002,1.1628579999999999,1.07,1.2443,9.5602,1,{"$f":"P17/12*O17*D17/12","v":0.7966833333333333},{"$f":"P17/12*H17","v":0.5},0.625,{"$f":"Q17+R17+S17","v":1.9216833333333332},{"$f":"ROUND((L17+T17/100)*M17,4)","v":1.2647999999999999},1.2854000000000001,null,"ตำแหน่งค่าสูง",{"$f":"Y16+1","v":{"$error":"#N/A"}},null,"ชุมพร",1]
[null,30,6.9081999999999999,12,3,0,0,6,1,5.5,13.408200000000001,1.134082,1.07,1.2135,6.6839000000000004,1,{"$f":"P18/12*O18*D18/12","v":0.55699166666666666},{"$f":"P18/12*H18","v":0.5},0.625,{"$f":"Q18+R18+S18","v":1.6819916666666668},1.2315,1.2495000000000001,null,"ค่างานสูงกว่า",{"$f":"INDEX(B14:B49,Y17)","v":{"$error":"#N/A"}},{"$f":"IF($U$6=1,VLOOKUP(Y18,$B$15:$V$49,20,FALSE),IF($U$6=2,VLOOKUP(Y18,$B$15:$V$49,21,FALSE),VLOOKUP(Y18,$B$15:$V$49,13,FALSE)))","v":{"$error":"#N/A"}},"เชียงราย",1]
[null,40,6.9898999999999996,16,3,0,0,6,1,5,12.989899999999999,1.129899,1.07,1.2090000000000001,6.7237999999999998,1,0.7470888888888888,0.5,0.625,1.8720888888888889,1.2290000000000001,1.2491000000000001,null,"ค่าFactor F ที่ได้",null,{"$f":"ROUND((Z15-((Z15-Z18)*(Y14-Y15)/(Y18-Y15))),4)","v":{"$error":"#N/A"}},"ตรัง",1]
[null,50,6.4551999999999996,18,3,0,0,6,1,5,12.4552,1.124552,1.07,1.2033,6.1673999999999998,1,0.77092499999999975,0.5,0.625,1.8959249999999996,1.2236,1.2438,null,0,5,7,"นครพนม",1]
[null,60,5.5918999999999999,18,3,0,0,6,1,5,11.591899999999999,1.1159189999999999,1.07,1.194,5.3029999999999999,1,0.66287499999999999,0.5,0.625,1.7878750000000001,1.2132000000000001,1.2323,null,5,6,10,"นครศรีธรรมราช",1]
[null,70,5.4047999999999998,19,3,0,0,6,1,4.5,10.9048,1.109048,1.07,1.1867000000000001,5.1070000000000002,1,0.67384027777777777,0.5,0.625,1.7988402777777779,1.2059,1.2252000000000001,null,10,7,null,"ปราจีนบุรี",1]
[null,80,5.1508000000000003,20,3,0,0,6,1,4.5,10.6508,1.106508,1.07,1.1839999999999999,4.8426,1,0.67258333333333331,0.5,0.625,1.7975833333333333,1.2032,1.2223999999999999,null,15,8,null,"ปัตตานี",1]
[null,90,4.7691999999999997,20,3,0,0,6,1,4.5,10.2692,1.102692,1.07,1.1798999999999999,4.4596999999999998,1,0.61940277777777775,0.5,0.625,1.7444027777777777,1.1984999999999999,1.2172000000000001,null,null,9,null,"พัทลุง",1]
[null,100,4.4638999999999998,20,3,0,0,6,1,4.5,9.9638999999999989,1.099639,1.07,1.1766000000000001,4.1555999999999997,1,0.57716666666666649,0.5,0.625,1.7021666666666664,1.1948000000000001,1.2130000000000001,null,null,10,null,"สงขลา",1]
[null,110,4.3795000000000002,21,3,0,0,6,1,4,9.3795000000000002,1.0937950000000001,1.07,1.1704000000000001,4.0605000000000002,1,0.59215624999999994,0.5,0.625,1.7171562499999999,1.1887000000000001,1.2071000000000001,null,null,null,null,"สตูล",1]
[null,120,4.3158000000000003,22,3,0,0,6,1,4,9.3157999999999994,1.0931580000000001,1.07,1.1697,3.9862000000000002,1,0.60900277777777778,0.5,0.625,1.7340027777777778,1.1881999999999999,1.2068000000000001,null,null,null,null,"สุราษฎร์ธานี",1]
[null,130,4.1220999999999997,22,3,0,0,6,1,4,9.1220999999999997,1.091221,1.07,1.1676,3.7932000000000001,1,0.57951666666666668,0.5,0.625,1.7045166666666667,1.1858,1.2040999999999999,null,null,null,null,"หนองคาย",1]
[null,140,3.956,22,3,0,0,6,1,4,8.9559999999999995,1.0895600000000001,1.07,1.1657999999999999,3.6257999999999999,1,0.55394166666666667,0.5,0.625,1.6789416666666668,1.1838,1.2018,null,null,null,null,"ตราด",2]
[null,150,3.8121,22,3,0,0,6,1,4,8.8121000000000009,1.0881210000000001,1.07,1.1642999999999999,3.4832000000000001,1,0.5321555555555556,0.5,0.625,1.6571555555555557,1.1819999999999999,1.1998,null,null,null,null,"นราธิวาส",2]
[null,160,3.7934000000000001,22,3,0,0,6,1,4,8.7934000000000001,1.087934,1.07,1.1640999999999999,3.464,1,0.52922222222222215,0.5,0.625,1.6542222222222223,1.1818,1.1995,null,null,null,null,"พังงา",2]
[null,170,3.7057000000000002,22,3,0,0,6,1,4,8.7057000000000002,1.0870569999999999,1.07,1.1632,3.3761000000000001,1,0.51579305555555555,0.5,0.625,1.6407930555555557,1.1807000000000001,1.1982999999999999,null,null,null,null,"ภูเก็ต",2]
[null,180,3.6034000000000002,22,3,0,0,6,1,4,8.6034000000000006,1.0860339999999999,1.07,{"$f":"ROUND(L33*M33,4)","v":1.1620999999999999},3.2745000000000002,1,0.50027083333333333,0.5,0.625,1.6252708333333334,1.1794,1.1968000000000001,null,null,null,null,"ยะลา",2]
[null,190,3.6301000000000001,23,3,0,0,6,1,3.5,8.1301000000000005,1.0813010000000001,1.07,{"$f":"ROUND(L34*M34,4)","v":1.157},3.2907000000000002,1,0.52559791666666666,0.5,0.625,1.6505979166666667,1.1747000000000001,1.1922999999999999,null,null,null,null,"ระนอง",2]
[null,200,3.544,23,3,0,0,6,1,3.5,8.0440000000000005,1.0804400000000001,1.07,{"$f":"ROUND(L35*M35,4)","v":1.1560999999999999},3.2044999999999999,1,0.51182986111111106,0.5,0.625,1.636829861111111,1.1736,1.1911,null,null,null,null,"ลาว",3]
[null,210,3.4660000000000002,23,3,0,0,6,1,3.5,7.9660000000000002,1.0796600000000001,1.07,1.1552,3.1263999999999998,1,0.4993555555555555,0.5,0.625,1.6243555555555556,1.1726000000000001,1.19]
[null,220,3.3950999999999998,23,3,0,0,6,1,3.5,7.8950999999999993,1.078951,1.07,1.1545000000000001,3.0558000000000001,1,0.48807916666666662,0.5,0.625,1.6130791666666666,1.1717,1.1890000000000001]
[null,230,3.3304,23,3,0,0,6,1,3.5,7.8304,1.0783039999999999,1.07,1.1537999999999999,2.9906999999999999,1,0.47768125,0.5,0.625,1.6026812500000001,1.1709000000000001,1.1880999999999999]
[null,240,3.2711000000000001,23,3,0,0,6,1,3.5,7.7711000000000006,1.0777110000000001,1.07,1.1532,2.9310999999999998,1,0.46816180555555548,0.5,0.625,1.5931618055555554,1.1701999999999999,1.1872]
[null,250,3.2164999999999999,23,3,0,0,6,1,3.5,7.7164999999999999,1.0771649999999999,1.07,1.1526000000000001,2.8782999999999999,1,0.45972847222222218,0.5,0.625,1.5847284722222221,1.1695,1.1865000000000001]
[null,260,3.1661000000000001,23,3,0,0,6,1,3.5,7.6661000000000001,1.0766610000000001,1.07,1.1519999999999999,2.8262999999999998,1,0.45142291666666662,0.5,0.625,1.5764229166666666,1.1689000000000001,1.1858]
[null,270,3.1194999999999999,23,3,0,0,6,1,3.5,7.6195000000000004,1.076195,1.07,1.1515,2.7793000000000001,1,0.44391597222222218,0.5,0.625,1.5689159722222221,1.1682999999999999,1.1851]
[null,280,3.0760999999999998,23,3,0,0,6,1,3.5,7.5761000000000003,1.075761,1.07,1.1511,2.7357,1,0.4369520833333333,0.5,0.625,1.5619520833333334,1.1677999999999999,1.1845000000000001]
[null,290,3.0358000000000001,23,3,0,0,6,1,3.5,7.5358000000000001,1.075358,1.07,1.1506000000000001,2.6970000000000001,1,0.43077083333333333,0.5,0.625,1.5557708333333333,1.1673,1.1839]
[null,300,2.9982000000000002,23,3,0,0,6,1,3.5,7.4982000000000006,1.0749820000000001,1.07,1.1501999999999999,2.6587000000000001,1,0.42465347222222222,0.5,0.625,1.5496534722222222,1.1668000000000001,1.1834]
[null,350,2.8896000000000002,24,3,0,0,6,1,3.5,7.3895999999999997,1.073896,1.07,1.1491,2.5385,1,0.42308333333333331,0.5,0.625,1.5480833333333333,1.1656,1.1821999999999999]
[null,400,2.6730999999999998,24,3,0,0,6,1,3.5,7.1730999999999998,1.071731,1.07,1.1468,2.3231999999999999,1,0.38719999999999999,0.5,0.625,1.5122,1.1629,1.1791]
[null,450,2.5047999999999999,24,3,0,0,6,1,3.5,7.0047999999999995,1.0700479999999999,1.07,1.145,2.1549999999999998,1,0.35916666666666663,0.5,0.625,1.4841666666666666,1.1608000000000001,1.1767000000000001]
[null,500,2.3700999999999999,24,3,0,0,6,1,3.5,6.8700999999999999,1.0687009999999999,1.07,1.1435,2.0213000000000001,1,0.33688333333333337,0.5,0.625,1.4618833333333334,1.1592,1.1748000000000001]
[null,"เกิน 500",2.3700999999999999,24,3,0,0,6,1,3.5,6.8700999999999999,1.0687009999999999,1.07,1.1435,2.0213000000000001,1,0.33688333333333337,0.5,0.625,1.4618833333333334,1.1592,1.1748000000000001]
[]
[null,"หมายเหตุ","1.กรณีค่างานอยู่ระหว่างช่วงของค่างานต้นทุนที่กำหนด ให้เทียบอัตราส่วนเพื่อหาค่า Factor F"]
[null,null,"2.ถ้าเป็นงานเงินกู้ให้ใช้ Factor F ในช่อง \"รวมในรูป Factor\""]
[]
[null,"รายการคำนวณเทียบอัตราส่วนเพื่อหาค่า Factor F เนื่องจากค่างานอยู่ระหว่างช่วงค่างานต้นทุนที่กำหนด"]
[null,"สูตร","ค่า Factor F ของค่างานต้นทุน A = D - {(D - E) x (A - B) / (C - B)}"]
[]
[null,"เมื่อ","ต้องการหาค่า Factor F ของค่างานต้นทุน",null,null,null,null,null,null,null,"  =  A","บาท"]
[null,null,"ค่างานต้นทุนตัวต่ำกว่าค่างานต้นทุน A",null,null,null,null,null,null,null,"  =  B","บาท"]
[null,null,"ค่างานต้นทุนตัวสูงกว่าค่างานต้นทุน A",null,null,null,null,null,null,null,"  =  C","บาท"]
[null,null,"ค่า Factor F ของค่างานต้นทุน B",null,null,null,null,null,null,null,"  =  D"]
[null,null,"ค่า Factor F ของค่างานต้นทุน C",null,null,null,null,null,null,null,"  =  E"]
[]
[null,"รายการคำนวณ",null,null,null,null,null,null,{"$f":"IF(I71=0,\"ค่างานต้นทุนต่ำกว่าหรือเท่ากับ 5 ล้านบาท ใช้ค่า Factor F ค่างานไม่เกิน 5 ล้านบาท(ไม่คำนวณเทียบ)\",\"\")","v":"ค่างานต้นทุนต่ำกว่าหรือเท่ากับ 5 ล้านบาท ใช้ค่า Factor F ค่างานไม่เกิน 5 ล้านบาท(ไม่คำนวณเทียบ)"}]
[null,null,"ต้องการหาค่า Factor F ของค่างานต้นทุน",null,null,null,null,null,null,null," =",{"$f":"BOQ!H26","v":4945.5},null,"บาท"]
[null,null,"ค่างานต้นทุนตัวต่ำกว่าค่างานต้นทุน A",null,null,null,null,null,null,null," =",{"$f":"IF($L$65<=5000000,0,(VLOOKUP($L$65/1000000,$B$14:$B$49,1))*1000000)","v":0},null,"บาท"]
[null,null,"ค่างานต้นทุนตัวสูงกว่าค่างานต้นทุน A",null,null,null,null,null,null,null," =",{"$f":"IF($L$65<=5000000,0,(INDEX(B14:B49,Y17))*1000000)","v":0},null,"บาท"]
[null,null,"ค่า Factor F ของค่างานต้นทุน B",null,null,null,null,null,null,null," =",{"$f":"IF(L66=0,0,Z15)","v":0}]
[null,null,"ค่า Factor F ของค่างานต้นทุน C",null,null,null,null,null,null,null," =",{"$f":"IF(L67=0,0,Z18)","v":0}]
[null,"แทนค่า","=",null,null,null,null,null,{"$f":"IF(L65<=5000000,0,FIXED(L68,4)&\" - {(\"&FIXED(L68,4)&\" - \"&FIXED(L69,4)&\") x (\"&FIXED(L65,2)&\" - \"&FIXED(L66,2)&\") / (\"&FIXED(L67,2)&\" - \"&FIXED(L66,2)&\")}\")","v":0}]
[null,null,"=",null,null,null,null,null,{"$f":"IF(L65<=5000000,0,ROUND(L68-((L68-L69)*(L65-L66)/(L67-L66)),4))","v":0}]
[]
[null,"สรุปค่า Factor F"]
[null,null,"=",null,null,null,null,null,{"$f":"K5","v":1.3347},{"$f":"IF(U6=\"ปกติ\",\"เขตพื้นที่ปกติ\",\"เขตพื้นที่ฝนตกชุก\"&U6)","v":"เขตพื้นที่ปกติ"}]

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[null,"ข้อมูลสำหรับคำนวณ"]
[null,"ระยะขนส่ง",{"$f":"ข้อมูลโครงการ!L5","v":28.5}]
[null,"กม.","ค่าบรรทุก","ค่าบรรทุก",null,null,"ตารางค่าขนส่งวัสดุก่อสร้าง  รถบรรทุก 6 ล้อ(กรณีน้ำหนักรวมไม่เกิน 15  ตัน)",null,null,null,null,null,null,null,null,null,null,null,{"$f":"+G3","v":"ตารางค่าขนส่งวัสดุก่อสร้าง  รถบรรทุก 6 ล้อ(กรณีน้ำหนักรวมไม่เกิน 15  ตัน)"}]
[null,null,"บาท/ตัน","บาท/ลบ.ม.",null,null,"ภูมิประเทศเป็น ที่ราบ ผิวทางลาดยาง  และการจราจรปรกติ",null,null,null,null,null,null,null,null,null,null,null,"ภูมิประเทศเป็น ที่ราบ ผิวทางลาดยาง  และการจราจรปรกติ"]
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[null,2,{"$f":"VLOOKUP((($C$2-0.5)*10000)+B6,'ข้อมูลขนส่ง 6 ล้อ'!$A$4:$D$5229,3)","v":15.31},{"$f":"VLOOKUP((($C$2-0.5)*10000)+B6,'ข้อมูลขนส่ง 6 ล้อ'!$A$4:$D$5229,4)","v":21.44},null,null,"ระยะ","ค่าบรรทุก","ค่าบรรทุก",null,"ระยะ","ค่าบรรทุก","ค่าบรรทุก",null,"ระยะ","ค่าบรรทุก","ค่าบรรทุก",null,"ระยะ","ค่าบรรทุก","ค่าบรรทุก",null,"ระยะ","ค่าบรรทุก","ค่าบรรทุก",null,"ระยะ","ค่าบรรทุก","ค่าบรรทุก"]
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[null,31,{"$f":"VLOOKUP((($C$2-0.5)*10000)+B35,'ข้อมูลขนส่ง 6 ล้อ'!$A$4:$D$5229,3)","v":100.36},{"$f":"VLOOKUP((($C$2-0.5)*10000)+B35,'ข้อมูลขนส่ง 6 ล้อ'!$A$4:$D$5229,4)","v":140.5},null,null,27,87.71,122.8,null,67,214.14,299.8,null,107,340.57,476.8,null,147,466.97,653.76,null,174,552.35,773.29,null,"201-",{"$f":"AC35/1.4","v":3.1714285714285717},{"$f":"+D205","v":4.4400000000000004}]
[null,32,{"$f":"VLOOKUP((($C$2-0.5)*10000)+B36,'ข้อมูลขนส่ง 6 ล้อ'!$A$4:$D$5229,3)","v":103.52},{"$f":"VLOOKUP((($C$2-0.5)*10000)+B36,'ข้อมูลขนส่ง 6 ล้อ'!$A$4:$D$5229,4)","v":144.91999999999999},null,null,28,90.88,127.23,null,68,217.3,304.22000000000003,null,108,343.74,481.24,null,null,null,null,null,null,null,null,null,1000,"ต่อ กม.","ต่อ กม."]
[null,33,{"$f":"VLOOKUP((($C$2-0.5)*10000)+B37,'ข้อมูลขนส่ง 6 ล้อ'!$A$4:$D$5229,3)","v":106.68},{"$f":"VLOOKUP((($C$2-0.5)*10000)+B37,'ข้อมูลขนส่ง 6 ล้อ'!$A$4:$D$5229,4)","v":149.35},null,null,29,94.04,131.65,null,69,220.46,308.64999999999998,null,109,346.89,485.64,null,null,null,null,null,null,null,null,null,"@"]
[null,34,{"$f":"VLOOKUP((($C$2-0.5)*10000)+B38,'ข้อมูลขนส่ง 6 ล้อ'!$A$4:$D$5229,3)","v":109.84},{"$f":"VLOOKUP((($C$2-0.5)*10000)+B38,'ข้อมูลขนส่ง 6 ล้อ'!$A$4:$D$5229,4)","v":153.77000000000001},null,null,30,97.19,136.07,null,70,223.62,313.07,null,110,350.05,490.07]
[null,35,{"$f":"VLOOKUP((($C$2-0.5)*10000)+B39,'ข้อมูลขนส่ง 6 ล้อ'!$A$4:$D$5229,3)","v":113},{"$f":"VLOOKUP((($C$2-0.5)*10000)+B39,'ข้อมูลขนส่ง 6 ล้อ'!$A$4:$D$5229,4)","v":158.19999999999999},null,null,31,100.36,140.5,null,71,226.79,317.51,null,111,353.23,494.52,null,"   - ระยะขนส่งตั้งแต่ 201 กม.ถึง 1000 กม. ค่าขนส่งคิดเป็นกม.ละ ",null,null,null,null,null,{"$f":"AB35","v":3.1714285714285717},"บาท/ตัน"]
[null,36,{"$f":"VLOOKUP((($C$2-0.5)*10000)+B40,'ข้อมูลขนส่ง 6 ล้อ'!$A$4:$D$5229,3)","v":116.16},{"$f":"VLOOKUP((($C$2-0.5)*10000)+B40,'ข้อมูลขนส่ง 6 ล้อ'!$A$4:$D$5229,4)","v":162.62},null,null,32,103.52,144.91999999999999,null,72,229.95,321.92,null,112,356.38,498.94,null,null,null,null,null,null,null,{"$f":"AC35","v":4.4400000000000004},"บาท/ลบ.ม."]
[null,37,{"$f":"VLOOKUP((($C$2-0.5)*10000)+B41,'ข้อมูลขนส่ง 6 ล้อ'!$A$4:$D$5229,3)","v":119.32},{"$f":"VLOOKUP((($C$2-0.5)*10000)+B41,'ข้อมูลขนส่ง 6 ล้อ'!$A$4:$D$5229,4)","v":167.05},null,null,33,106.68,149.35,null,73,233.11,326.35000000000002,null,113,359.55,503.38,null,"   - การคิดค่าขนส่งใช้ระยะทางขนส่งคูณด้วยอัตราค่าขนส่งต่อตัน หรือต่อลบ.ม."]
[null,38,{"$f":"VLOOKUP((($C$2-0.5)*10000)+B42,'ข้อมูลขนส่ง 6 ล้อ'!$A$4:$D$5229,3)","v":122.48},{"$f":"VLOOKUP((($C$2-0.5)*10000)+B42,'ข้อมูลขนส่ง 6 ล้อ'!$A$4:$D$5229,4)","v":171.47},null,null,34,109.84,153.77000000000001,null,74,{"$f":"C78","v":236.25},330.76,null,114,{"$f":"C118","v":362.69},507.77,null,"   - อัตราน้ำมันเชื้อเพลิงเฉลี่ย     ",null,null,null,null,null,{"$f":"C2","v":28.5},"บาท/ลิตร"]
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[null,45,{"$f":"VLOOKUP((($C$2-0.5)*10000)+B49,'ข้อมูลขนส่ง 6 ล้อ'!$A$4:$D$5229,3)","v":144.6},{"$f":"VLOOKUP((($C$2-0.5)*10000)+B49,'ข้อมูลขนส่ง 6 ล้อ'!$A$4:$D$5229,4)","v":202.44}]
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[null,31,{"$f":"VLOOKUP((($C$2-0.5)*10000)+B35,'ข้อมูลขนส่ง 10 ล้อ'!$A$4:$D$5229,3)","v":76.3},{"$f":"VLOOKUP((($C$2-0.5)*10000)+B35,'ข้อมูลขนส่ง 10 ล้อ'!$A$4:$D$5229,4)","v":106.82},null,null,27,66.63,93.28,null,67,163.49,228.89,null,107,260.33,364.46,null,147,357.27,500.18,null,174,422.7,591.77,null,"201-",{"$f":"AC35/1.4","v":2.4285714285714288},{"$f":"D205","v":3.4}]
[null,32,{"$f":"VLOOKUP((($C$2-0.5)*10000)+B36,'ข้อมูลขนส่ง 10 ล้อ'!$A$4:$D$5229,3)","v":78.739999999999995},{"$f":"VLOOKUP((($C$2-0.5)*10000)+B36,'ข้อมูลขนส่ง 10 ล้อ'!$A$4:$D$5229,4)","v":110.23},null,null,28,69.05,96.68,null,68,165.87,232.22,null,108,262.7,367.78,null,null,null,null,null,null,null,null,null,1000,"ต่อ กม.","ต่อ กม."]
[null,33,{"$f":"VLOOKUP((($C$2-0.5)*10000)+B37,'ข้อมูลขนส่ง 10 ล้อ'!$A$4:$D$5229,3)","v":81.16},{"$f":"VLOOKUP((($C$2-0.5)*10000)+B37,'ข้อมูลขนส่ง 10 ล้อ'!$A$4:$D$5229,4)","v":113.62},null,null,29,71.459999999999994,100.04,null,69,168.34,235.68,null,109,265.27999999999997,371.39,null,null,null,null,null,null,null,null,null,"@"]
[null,34,{"$f":"VLOOKUP((($C$2-0.5)*10000)+B38,'ข้อมูลขนส่ง 10 ล้อ'!$A$4:$D$5229,3)","v":83.58},{"$f":"VLOOKUP((($C$2-0.5)*10000)+B38,'ข้อมูลขนส่ง 10 ล้อ'!$A$4:$D$5229,4)","v":117.02},null,null,30,73.89,103.45,null,70,170.74,239.04,null,110,267.66000000000003,374.73]
[null,35,{"$f":"VLOOKUP((($C$2-0.5)*10000)+B39,'ข้อมูลขนส่ง 10 ล้อ'!$A$4:$D$5229,3)","v":85.99},{"$f":"VLOOKUP((($C$2-0.5)*10000)+B39,'ข้อมูลขนส่ง 10 ล้อ'!$A$4:$D$5229,4)","v":120.39},null,null,31,76.3,106.82,null,71,173.15,242.41,null,111,270.06,378.08,null,"   - ระยะขนส่งตั้งแต่ 201 กม.ถึง 1000 กม. ค่าขนส่งคิดเป็นกม.ละ ",null,null,null,null,null,{"$f":"AB35","v":2.4285714285714288},"บาท/ตัน"]
[null,36,{"$f":"VLOOKUP((($C$2-0.5)*10000)+B40,'ข้อมูลขนส่ง 10 ล้อ'!$A$4:$D$5229,3)","v":88.42},{"$f":"VLOOKUP((($C$2-0.5)*10000)+B40,'ข้อมูลขนส่ง 10 ล้อ'!$A$4:$D$5229,4)","v":123.79},null,null,32,78.739999999999995,110.23,null,72,175.58,245.81,null,112,272.45999999999998,381.44,null,null,null,null,null,null,null,{"$f":"AC35","v":3.4},"บาท/ลบ.ม."]
[null,37,{"$f":"VLOOKUP((($C$2-0.5)*10000)+B41,'ข้อมูลขนส่ง 10 ล้อ'!$A$4:$D$5229,3)","v":90.85},{"$f":"VLOOKUP((($C$2-0.5)*10000)+B41,'ข้อมูลขนส่ง 10 ล้อ'!$A$4:$D$5229,4)","v":127.18},null,null,33,81.16,113.62,null,73,178.01,249.22,null,113,274.87,384.81,null,"   - การคิดค่าขนส่งใช้ระยะทางขนส่งคูณด้วยอัตราค่าขนส่งต่อตัน หรือต่อลบ.ม."]
[null,38,{"$f":"VLOOKUP((($C$2-0.5)*10000)+B42,'ข้อมูลขนส่ง 10 ล้อ'!$A$4:$D$5229,3)","v":93.27},{"$f":"VLOOKUP((($C$2-0.5)*10000)+B42,'ข้อมูลขนส่ง 10 ล้อ'!$A$4:$D$5229,4)","v":130.58000000000001},null,null,34,83.58,117.02,null,74,{"$f":"C78","v":180.46},252.65,null,114,{"$f":"C118","v":277.27999999999997},388.2,null,"   - อัตราน้ำมันเชื้อเพลิงเฉลี่ย     ",null,null,null,null,null,{"$f":"C2","v":28.5},"บาท/ลิตร"]
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[null,37,{"$f":"VLOOKUP((($C$2-0.5)*10000)+B41,'ข้อมูลขนส่ง 10 ล้อ + ลากพ่วง'!$A$4:$D$5229,3)","v":56.26},{"$f":"VLOOKUP((($C$2-0.5)*10000)+B41,'ข้อมูลขนส่ง 10 ล้อ + ลากพ่วง'!$A$4:$D$5229,4)","v":78.760000000000005},null,null,33,50.24,70.34,null,73,110.4,154.56,null,113,170.54,238.75,null,"   - การคิดค่าขนส่งใช้ระยะทางขนส่งคูณด้วยอัตราค่าขนส่งต่อตัน หรือต่อลบ.ม."]
[null,38,{"$f":"VLOOKUP((($C$2-0.5)*10000)+B42,'ข้อมูลขนส่ง 10 ล้อ + ลากพ่วง'!$A$4:$D$5229,3)","v":57.76},{"$f":"VLOOKUP((($C$2-0.5)*10000)+B42,'ข้อมูลขนส่ง 10 ล้อ + ลากพ่วง'!$A$4:$D$5229,4)","v":80.87},null,null,34,51.75,72.45,null,74,{"$f":"C78","v":111.92},156.68,null,114,{"$f":"C118","v":172.05},240.86,null,"   - อัตราน้ำมันเชื้อเพลิงเฉลี่ย     ",null,null,null,null,null,{"$f":"C2","v":28.5},"บาท/ลิตร"]
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[450051,51,99.6,139.44]
[450052,52,101.53,142.15]
[450053,53,103.47,144.86000000000001]
[450054,54,105.41,147.58000000000001]
[450055,55,107.36,150.31]
[450056,56,109.3,153.01]
[450057,57,111.23,155.72999999999999]
[450058,58,113.18,158.44999999999999]
[450059,59,115.12,161.16999999999999]
[450060,60,117.07,163.9]
[450061,61,119.01,166.61]
[450062,62,120.94,169.32]
[450063,63,122.89,172.04]
[450064,64,124.83,174.76]
[450065,65,126.76,177.46]
[450066,66,128.71,180.2]
[450067,67,130.65,182.9]
[450068,68,132.58000000000001,185.62]
[450069,69,134.52000000000001,188.33]
[450070,70,136.47,191.05]
[450071,71,138.41,193.78]
[450072,72,140.36000000000001,196.51]
[450073,73,142.29,199.21]
[450074,74,144.25,201.95]
[450075,75,146.18,204.65]
[450076,76,148.12,207.36]
[450077,77,150.05000000000001,210.08]
[450078,78,151.99,212.79]
[450079,79,153.94,215.51]
[450080,80,155.88999999999999,218.24]
[450081,81,157.84,220.97]
[450082,82,159.76,223.66]
[450083,83,161.71,226.4]
[450084,84,163.63999999999999,229.09]
[450085,85,165.6,231.84]
[450086,86,167.53,234.54]
[450087,87,169.46,237.24]
[450088,88,171.39,239.95]
[450089,89,173.33,242.66]
[450090,90,175.31,245.43]
[450091,91,177.25,248.15]
[450092,92,179.15,250.82]
[450093,93,181.1,253.54]
[450094,94,183.05,256.27]
[450095,95,185,259]
[450096,96,186.95,261.74]
[450097,97,188.87,264.42]
[450098,98,190.83,267.16000000000003]
[450099,99,192.74,269.83999999999997]
[450100,100,194.71,272.58999999999997]
[450101,101,196.63,275.27999999999997]
[450102,102,198.6,278.04000000000002]
[450103,103,200.52,280.73]
[450104,104,202.45,283.42]
[450105,105,204.42,286.19]
[450106,106,206.35,288.89]
[450107,107,208.28,291.60000000000002]
[450108,108,210.22,294.3]
[450109,109,212.15,297.01]
[450110,110,214.09,299.72000000000003]
[450111,111,216.03,302.44]
[450112,112,217.97,305.14999999999998]
[450113,113,219.91,307.87]
[450114,114,221.85,310.58999999999997]
[450115,115,223.8,313.32]
[450116,116,225.75,316.04000000000002]
[450117,117,227.7,318.77999999999997]
[450118,118,229.65,321.51]
[450119,119,231.6,324.25]
[450120,120,233.5,326.89]
[450121,121,235.45,329.64]
[450122,122,237.42,332.38]
[450123,123,239.31,335.03]
[450124,124,241.27,337.78]
[450125,125,243.24,340.54]
[450126,126,245.14,343.2]
[450127,127,247.11,345.96]
[450128,128,249.09,348.72]
[450129,129,250.99,351.38]
[450130,130,252.97,354.15]
[450131,131,254.87,356.82]
[450132,132,256.77,359.48]
[450133,133,258.76,362.26]
[450134,134,260.67,364.93]
[450135,135,262.66000000000003,367.72]
[450136,136,264.57,370.39]
[450137,137,266.56,373.18]
[450138,138,268.47000000000003,375.86]
[450139,139,270.38,378.54]
[450140,140,272.3,381.22]
[450141,141,274.3,384.02]
[450142,142,276.22000000000003,386.71]
[450143,143,278.14,389.39]
[450144,144,280.14999999999998,392.21]
[450145,145,282.07,394.9]
[450146,146,283.99,397.59]
[450147,147,285.91000000000003,400.28]
[450148,148,287.83999999999997,402.97]
[450149,149,289.86,405.81]
[450150,150,291.79000000000002,408.5]
[450151,151,293.72000000000003,411.2]
[450152,152,295.64999999999998,413.91]
[450153,153,297.58,416.61]
[450154,154,299.51,419.31]
[450155,155,301.44,422.02]
[450156,156,303.38,424.73]
[450157,157,305.31,427.44]
[450158,158,307.25,430.15]
[450159,159,309.19,432.86]
[450160,160,311.13,435.58]
[450161,161,313.07,438.3]
[450162,162,315.01,441.02]
[450163,163,316.95999999999998,443.74]
[450164,164,318.89999999999998,446.46]
[450165,165,320.85000000000002,449.19]
[450166,166,322.8,451.91]
[450167,167,324.74,454.64]
[450168,168,326.7,457.37]
[450169,169,328.65,460.11]
[450170,170,330.6,462.84]
[450171,171,332.56,465.58]
[450172,172,334.52,468.32]
[450173,173,336.34,470.88]
[450174,174,338.3,473.63]
[450175,175,340.27,476.37]
[450176,176,342.23,479.12]
[450177,177,344.19,481.87]
[450178,178,346.16,484.62]
[450179,179,347.99,487.18]
[450180,180,349.96,489.94]
[450181,181,351.93,492.7]
[450182,182,353.9,495.46]
[450183,183,355.87,498.22]
[450184,184,357.7,500.78]
[450185,185,359.68,503.55]
[450186,186,361.66,506.32]
[450187,187,363.64,509.09]
[450188,188,365.46,511.65]
[450189,189,367.45,514.41999999999996]
[450190,190,369.43,517.20000000000005]
[450191,191,371.42,519.99]
[450192,192,373.25,522.54]
[450193,193,375.24,525.33000000000004]
[450194,194,377.23,528.12]
[450195,195,379.05,530.67999999999995]
[450196,196,381.05,533.47]
[450197,197,383.05,536.26]
[450198,198,384.87,538.82000000000005]
[450199,199,386.87,541.62]
[450200,200,388.87,544.41999999999996]
[450201," 201-1000",1.94,2.72]

{"sheet":"ค่าดำเนินการ+ค่าเสื่อมราคา","index":24,"n_rows":81,"n_cols":9,"rows_kept":81,"cut":false,"hidden":true,"merged":[[0,1,0,8],[2,1,3,1],[2,2,3,2],[2,3,3,3],[2,5,2,6],[2,7,2,8]]}
[null,"ตารางค่าดำเนินการและค่าเสื่อมราคา"]
[null,{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!B2","v":"ราคาน้ำมันเชื้อเพลิงโซล่า ที่ อำเภอเมือง  28.00  -  28.99  บาท/ลิตร"},null,null,null,null,null,null," ( ราคาเครื่องจักร 2558 )"]
[null,"ลำดับ","ลักษณะงาน","หน่วย","ค่าดำเนินการ","ค่าเสื่อมราคา (บาท)",null,"รวมค่างาน  (บาท)"]
[null,null,null,null,"บาท/หน่วย","ปกติ","ฝนชุก","ปกติ","ฝนชุก"]
[null,1,"งานถางป่าขุดตอ"]
[null,null,"  ขนาดเบา","ตรม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E6","v":1.48},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F6","v":0.22},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G6","v":0.28000000000000003},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H6","v":1.7},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I6","v":1.76}]
[null,null,"  ขนาดกลาง","ตรม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E7","v":3.05},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F7","v":0.55000000000000004},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G7","v":0.69},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H7","v":3.6},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I7","v":3.74}]
[null,null,"  ขนาดหนัก","ตรม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E8","v":4.63},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F8","v":0.78},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G8","v":0.98},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H8","v":5.41},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I8","v":5.61}]
[null,2,"งานดินคันทาง"]
[null,null,"  ขุด - ขน","ลบม.  หลวม",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E10","v":17.829999999999998},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F10","v":3.51},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G10","v":4.3899999999999997},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H10","v":21.34},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I10","v":22.22}]
[null,null,"  บดทับ","ลบม.  แน่น",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E11","v":34.229999999999997},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F11","v":10.8},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G11","v":13.5},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H11","v":45.03},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I11","v":47.73}]
[null,3,"งานตัด - ขึ้นรูปคันทาง"]
[null,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E13","v":18.03},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F13","v":3.06},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G13","v":3.83},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H13","v":21.09},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I13","v":21.86}]
[null,null,"         - ตัก","ลบม.  หลวม",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E14","v":6.24},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F14","v":1.7},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G14","v":2.13},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H14","v":7.94},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I14","v":8.3699999999999992}]
[null,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E15","v":28.56},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F15","v":3.34},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G15","v":4.18},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H15","v":31.9},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I15","v":32.74}]
[null,null,"         - ดันและตัก","ลบม.  หลวม",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E16","v":34.28},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F16","v":5.18},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G16","v":6.48},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H16","v":39.46},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I16","v":40.76}]
[null,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E17","v":62.04},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F17","v":4.66},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G17","v":5.83},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H17","v":66.7},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I17","v":67.87}]
[null,null,"         - ดันและตัก","ลบม.  หลวม",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E18","v":55.79},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F18","v":19},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G18","v":23.75},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H18","v":74.790000000000006},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I18","v":79.540000000000006}]
[null,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง"]
[null,null,"  ขุด - ขน","ลบม.  หลวม",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E20","v":24.95},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F20","v":6.52},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G20","v":8.15},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H20","v":31.47},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I20","v":33.1}]
[null,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E21","v":8.1300000000000008},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F21","v":1.46},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G21","v":1.83},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H21","v":9.59},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I21","v":9.9600000000000009}]
[null,null,"  บดทับ","ลบม.  แน่น",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E22","v":41.08},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F22","v":12.96},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G22","v":16.2},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H22","v":54.04},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I22","v":57.28}]
[null,5,"งานไหล่ทางลูกรัง ผสม - บดทับ"]
[null,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E24","v":15.3},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F24","v":2.75},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G24","v":3.44},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H24","v":18.05},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I24","v":18.739999999999998}]
[null,null,"  บดทับ","ลบม.  แน่น",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E25","v":48.99},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F25","v":20.9},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G25","v":26.13},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H25","v":69.89},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I25","v":75.12}]
[null,6,"งานพื้นทาง ( หินคลุก )"]
[null,null,"  ผสม ( Blend )","ลบม.  แน่น",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E27","v":20.22},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F27","v":4.2},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G27","v":5.25},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H27","v":24.42},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I27","v":25.47}]
[null,null,"  บดทับ","ลบม.  แน่น",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E28","v":60.06},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F28","v":25.71},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G28","v":32.14},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H28","v":85.77},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I28","v":92.2}]
[null,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E29","v":6.27},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F29","v":1.66},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G29","v":2.08},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H29","v":7.93},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I29","v":8.35}]
[null,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ"]
[null,null,"  ลูกรัง 10 ซม.","ตรม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E31","v":8.6300000000000008},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F31","v":2.11},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G31","v":2.64},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H31","v":10.74},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I31","v":11.27}]
[null,null,"  หินคลุก 10 ซม.","ตรม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E32","v":10.52},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F32","v":3.38},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G32","v":4.2300000000000004},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H32","v":13.9},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I32","v":14.75}]
[null,null,"  ผิว AC 5  ซม.","ตรม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E33","v":9.42},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F33","v":1.75},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G33","v":2.19},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H33","v":11.17},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I33","v":11.61}]
[null,9,"งานราดยางไพรม์โค้ต","ตรม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E34","v":6.4},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F34","v":0.62},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G34","v":0.78},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H34","v":7.02},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I34","v":7.18}]
[null,10,"งานราดยางแทคโค้ต","ตรม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E35","v":5.93},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F35","v":0.88},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G35","v":1.1000000000000001},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H35","v":6.81},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I35","v":7.03}]
[null,11,"งานผิวทางแบบบาง"]
[null,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E37","v":13.9},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F37","v":2.21},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G37","v":2.76},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H37","v":16.11},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I37","v":16.66}]
[null,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E38","v":19.21},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F38","v":3.05},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G38","v":3.81},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H38","v":22.26},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I38","v":23.02}]
[null,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E39","v":28.56},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F39","v":4.54},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G39","v":5.68},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H39","v":33.1},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I39","v":34.24}]
[null,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E40","v":41.82},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F40","v":6.64},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G40","v":8.3000000000000007},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H40","v":48.46},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I40","v":50.12}]
[null,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )"]
[null,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E42","v":1.77},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F42","v":0.49},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G42","v":0.61},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H42","v":2.2599999999999998},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I42","v":2.38}]
[null,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E43","v":2.4500000000000002},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F43","v":0.68},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G43","v":0.85},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H43","v":3.13},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I43","v":3.3}]
[null,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E44","v":3.64},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F44","v":1},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G44","v":1.25},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H44","v":4.6399999999999997},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I44","v":4.8899999999999997}]
[null,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E45","v":5.33},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F45","v":1.47},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G45","v":1.84},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H45","v":6.8},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I45","v":7.17}]
[null,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต"]
[null,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E47","v":344.87},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F47","v":16.77},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G47","v":20.96},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H47","v":361.64},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I47","v":365.83}]
[null,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม."]
[null,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E49","v":250000}]
[null,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม."]
[null,null,"     บนผิวไพรม์โค้ต","ตรม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E51","v":11.87},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F51","v":2.82},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G51","v":3.53},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H51","v":14.69},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I51","v":15.4}]
[null,null,"     บนผิวแทคโค้ต","ตรม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E52","v":9.24},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F52","v":2.2799999999999998},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G52","v":2.85},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H52","v":11.52},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I52","v":12.09}]
[null,14,"งานผิวทางคอนกรีต"]
[null,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E54","v":150000}]
[null,null,"  ค่าผสมคอนกรีต","ลบม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E55","v":153.25},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F55","v":35.15},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G55","v":43.94},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H55","v":188.4},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I55","v":197.19}]
[null,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E56","v":12.34},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F56","v":1.74},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G56","v":2.1800000000000002},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H56","v":14.08},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I56","v":14.52}]
[null,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E57","v":15.26},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F57","v":5.34},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G57","v":6.68},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H57","v":20.6},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I57","v":21.94}]
[null,null,"  ค่าปูผิวคอนกรีต","ตรม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E58","v":10.1},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F58","v":1.92},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G58","v":2.4},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H58","v":12.02},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I58","v":12.5}]
[null,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E59","v":20.37},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F59","v":2.5299999999999998},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G59","v":3.16},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H59","v":22.9},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I59","v":23.53}]
[null,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E60","v":11.71},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F60","v":2.39},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G60","v":2.99},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H60","v":14.1},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I60","v":14.7}]
[null,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E61","v":7.94},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F61","v":1.06},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G61","v":1.33},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H61","v":9},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I61","v":9.27}]
[null,15,"งาน Stabilized Layer"]
[null,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E63","v":31.92},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F63","v":11.03},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G63","v":13.79},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H63","v":42.95},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I63","v":45.71}]
[null,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E64","v":39.72},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F64","v":5.29},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G64","v":6.61},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H64","v":45.01},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I64","v":46.33}]
[null,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E65","v":35.11},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F65","v":11.03},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G65","v":13.79},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H65","v":46.14},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I65","v":48.9}]
[null,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E66","v":39.72},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F66","v":5.29},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G66","v":6.61},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H66","v":45.01},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I66","v":46.33}]
[null,16,"งาน Pavement  In  Place  Recycling"]
[null,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E68","v":22.6},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F68","v":5.92},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G68","v":7.4},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H68","v":28.52},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I68","v":30}]
[null,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E69","v":28.25},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F69","v":7.39},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G69","v":9.24},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H69","v":35.64},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I69","v":37.49}]
[null,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E70","v":37.67},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F70","v":9.86},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G70","v":12.33},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H70","v":47.53},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I70","v":50}]
[null,null,"ขุดลึกเฉลี่ย 30 ซม.","ตรม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E71","v":45.21},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F71","v":11.83},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G71","v":14.79},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H71","v":57.04},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I71","v":60}]
[null,17,"งาน Slurry Seal","ตรม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E72","v":9.93},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F72","v":2.0699999999999998},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G72","v":2.59},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H72","v":12},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I72","v":12.52}]
[null,18,"งาน Fog  Spray","ตรม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E73","v":2.27},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F73","v":0.39},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G73","v":0.49},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H73","v":2.66},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I73","v":2.76}]
[null,19,"งาน Hot Mixed  Recycling"]
[null,null,"ขุดลึก  3  ซม.","ตรม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E75","v":43.74},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F75","v":5.86},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G75","v":7.33},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H75","v":49.6},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I75","v":51.07}]
[null,null,"ขุดลึก  4  ซม.","ตรม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E76","v":59.8},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F76","v":7.39},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G76","v":9.24},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H76","v":67.19},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I76","v":69.040000000000006}]
[null,null,"ขุดลึก  5  ซม.","ตรม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E77","v":72.42},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F77","v":8.11},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G77","v":10.14},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H77","v":80.53},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I77","v":82.56}]
[null,null,"ขุดลึก  6  ซม.","ตรม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E78","v":57.8},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F78","v":9},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G78","v":11.25},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H78","v":66.8},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I78","v":69.05}]
[null,20,"งาน Milling"]
[null,null,"ขุดลึก  5  ซม.","ตร.ม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E80","v":10.25},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F80","v":1.97},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G80","v":2.46},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H80","v":12.22},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I80","v":12.71}]
[null,null,"ขุดลึก  10  ซม.","ตร.ม.",{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!E81","v":11.96},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!F81","v":2.2999999999999998},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!G81","v":2.88},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!H81","v":14.26},{"$f":"'ค่าดำเนินการ+ค่าเสื่อม_2'!I81","v":14.84}]

{"sheet":"ค่าดำเนินการ+ค่าเสื่อม_2","index":25,"n_rows":81,"n_cols":40,"rows_kept":81,"cut":false,"hidden":true,"merged":[[0,1,0,8],[0,11,0,14],[2,5,2,6],[2,7,2,8],[2,1,3,1],[2,2,3,2],[2,3,3,3],[2,14,2,39]]}
[null,"ตารางค่าดำเนินการและค่าเสื่อมราคา",null,null,null,null,null,null,null,null,null,"ตารางค่าดำเนินการและค่าเสื่อมราคา"]
[null,{"$f":"\"ราคาน้ำมันเชื้อเพลิงโซล่า ที่ อำเภอเมือง  \"&N2-0.5&\".00  -  \"&N2-0.5&\".99  บาท/ลิตร\"","v":"ราคาน้ำมันเชื้อเพลิงโซล่า ที่ อำเภอเมือง  28.00  -  28.99  บาท/ลิตร"},null,null,null,null,null,null," ( ราคาเครื่องจักร 2558 )",null,null,"ราคาน้ำมันเชื้อเพลิงโซล่า ที่ อำเภอเมือง",null,{"$f":"ข้อมูลโครงการ!L5","v":28.5},"บาท/ลิตร"]
[null,"ลำดับ","ลักษณะงาน","หน่วย","ค่าดำเนินการ","ค่าเสื่อมราคา (บาท)",null,"รวมค่างาน  (บาท)",null,null,null,"ลำดับ","ลักษณะงาน","หน่วย","ค่าดำเนินการ"]
[null,null,null,null,"บาท/หน่วย","ปกติ","ฝนชุก","ปกติ","ฝนชุก",null,null,null,null,null,20.5,21.5,22.5,23.5,24.5,25.5,26.5,27.5,28.5,29.5,30.5,31.5,32.5,33.5,34.5,35.5,36.5,37.5,38.5,39.5,40.5,41.5,42.5,43.5,44.5,45.5]
[null,1,"งานถางป่าขุดตอ",null,null,null,null,null,null,null,1,1,"งานถางป่าขุดตอ"]
[null,null,"  ขนาดเบา","ตรม.",{"$f":"HLOOKUP($N$2,$O$4:$AN$81,$K6+1,FALSE)","v":1.48},0.22,{"$f":"ROUND(F6*1.25,2)","v":0.28000000000000003},{"$f":"ROUND(E6+F6,2)","v":1.7},{"$f":"ROUND(E6+G6,2)","v":1.76},null,2,null,"  ขนาดเบา","ตรม.",1.38,1.4,1.41,1.42,1.43,1.45,1.46,1.47,1.48,1.5,1.51,1.52,1.54,1.55,1.56,1.57,1.59,1.6,1.61,1.62,1.64,1.65,1.66,1.67,1.69,1.7]
[null,null,"  ขนาดกลาง","ตรม.",{"$f":"HLOOKUP($N$2,$O$4:$AN$81,$K7+1,FALSE)","v":3.05},0.55000000000000004,{"$f":"ROUND(F7*1.25,2)","v":0.69},{"$f":"ROUND(E7+F7,2)","v":3.6},{"$f":"ROUND(E7+G7,2)","v":3.74},null,3,null,"  ขนาดกลาง","ตรม.",2.79,2.83,2.86,2.89,2.92,2.95,2.99,3.02,3.05,3.08,3.12,3.15,3.18,3.21,3.24,3.28,3.31,3.34,3.37,3.41,3.44,3.47,3.5,3.54,3.57,3.6]
[null,null,"  ขนาดหนัก","ตรม.",4.63,0.78,0.98,5.41,5.61,null,4,null,"  ขนาดหนัก","ตรม.",4.21,4.26,4.3099999999999996,4.37,4.42,4.47,4.5199999999999996,4.58,4.63,4.68,4.7300000000000004,4.78,4.84,4.8899999999999997,4.9400000000000004,4.99,5.04,5.0999999999999996,5.15,5.2,5.25,5.31,5.36,5.41,5.46,5.51]
[null,2,"งานดินคันทาง",null,null,null,null,null,null,null,5,2,"งานดินคันทาง"]
[null,null,"  ขุด - ขน","ลบม.  หลวม",17.829999999999998,3.51,4.3899999999999997,21.34,22.22,null,6,null,"  ขุด - ขน","ลบม.  หลวม",16.100000000000001,16.32,16.53,16.75,16.96,17.809999999999999,17.39,17.61,17.829999999999998,18.04,18.260000000000002,18.47,18.690000000000001,18.899999999999999,19.12,19.329999999999998,19.55,19.77,19.98,20.2,20.41,20.63,20.84,21.06,21.27,21.49]
[null,null,"  บดทับ","ลบม.  แน่น",34.229999999999997,10.8,13.5,45.03,47.73,null,7,null,"  บดทับ","ลบม.  แน่น",30.63,31.08,31.53,31.89,32.43,32.880000000000003,33.33,33.78,34.229999999999997,34.69,35.14,35.590000000000003,36.04,36.49,36.94,37.39,37.840000000000003,38.29,38.74,39.19,39.64,40.1,40.549999999999997,41,41.45,41.9]
[null,3,"งานตัด - ขึ้นรูปคันทาง",null,null,null,null,null,null,null,8,3,"งานตัด - ขึ้นรูปคันทาง"]
[null,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",18.03,3.06,3.83,21.09,21.86,null,9,null,"  ดิน - ขุดตัด","ลบม.  ปกติ",16.53,16.72,16.899999999999999,17.09,17.28,17.47,17.649999999999999,17.84,18.03,18.22,18.41,18.59,18.78,18.97,19.16,19.350000000000001,19.53,19.72,19.91,20.100000000000001,20.28,20.47,20.66,20.85,21.04,21.22]
[null,null,"         - ตัก","ลบม.  หลวม",6.24,1.7,2.13,7.94,8.3699999999999992,null,10,null,"         - ตัก","ลบม.  หลวม",5.77,5.85,5.93,6.01,6.1,6.18,6.26,6.34,6.24,6.5,6.58,6.66,6.74,6.83,6.91,6.99,7.07,7.15,7.23,7.31,7.39,7.48,7.56,7.64,7.72,7.8]
[null,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",28.56,3.34,4.18,31.9,32.74,null,11,null,"  หินผุ - ขุดตัด","ลบม.  ปกติ",25.47,25.86,26.24,26.63,27.02,27.4,27.79,28.18,28.56,28.95,29.34,29.72,30.11,30.49,30.88,31.27,31.65,32.04,32.43,32.81,33.200000000000003,33.590000000000003,33.97,34.36,34.75,35.130000000000003]
[null,null,"         - ดันและตัก","ลบม.  หลวม",34.28,5.18,6.48,39.46,40.76,null,12,null,"         - ดันและตัก","ลบม.  หลวม",30.7,31.15,31.59,32.04,32.49,32.94,33.39,33.840000000000003,34.28,34.729999999999997,35.18,35.630000000000003,36.08,36.53,36.979999999999997,37.42,37.869999999999997,38.32,38.770000000000003,39.22,39.67,40.11,40.56,41.01,41.46,41.91]
[null,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",62.04,4.66,5.83,66.7,67.87,null,13,null,"  หินแข็ง - เจาะระเบิด","ลบม.  ปกติ",58.58,59.01,59.45,59.88,60.31,60.74,61.81,61.61,62.04,62.47,62.91,63.34,63.77,64.2,64.64,65.069999999999993,65.5,65.930000000000007,66.37,66.8,67.23,67.66,68.099999999999994,68.53,68.959999999999994,69.39]
[null,null,"         - ดันและตัก","ลบม.  หลวม",55.79,19,23.75,74.790000000000006,79.540000000000006,null,14,null,"         - ดันและตัก","ลบม.  หลวม",48.21,49.16,50.11,51.05,52,52.95,53.9,54.85,55.79,56.74,57.69,58.64,59.58,60.53,61.48,62.43,63.37,64.319999999999993,65.27,66.22,67.16,68.11,69.06,70.010000000000005,70.95,71.900000000000006]
[null,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง",null,null,null,null,null,null,null,15,4,"งานวัสดุคัดเลือก ลูกรังรองพื้นทาง"]
[null,null,"  ขุด - ขน","ลบม.  หลวม",24.95,6.52,8.15,31.47,33.1,null,16,null,"  ขุด - ขน","ลบม.  หลวม",22.52,22.82,23.12,23.43,23.73,24.04,24.34,24.64,24.95,25.25,25.55,25.86,26.16,26.47,26.77,27.07,27.38,27.68,27.98,28.29,28.59,28.89,29.2,29.5,29.81,30.11]
[null,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",8.1300000000000008,1.46,1.83,9.59,9.9600000000000009,null,17,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",7.47,7.55,7.63,7.72,7.8,7.88,7.96,8.0500000000000007,8.1300000000000008,8.2100000000000009,8.3000000000000007,8.3800000000000008,8.4600000000000009,8.5399999999999991,8.6300000000000008,8.7100000000000009,8.7899999999999991,8.8800000000000008,8.9600000000000009,9.0399999999999991,9.1199999999999992,9.2100000000000009,9.2899999999999991,9.3699999999999992,9.4600000000000009,9.5399999999999991]
[null,null,"  บดทับ","ลบม.  แน่น",41.08,12.96,16.2,54.04,57.28,null,18,null,"  บดทับ","ลบม.  แน่น",36.57,37.29,37.840000000000003,38.380000000000003,38.92,39.46,40,40.54,41.08,41.62,42.16,42.7,43.25,43.79,44.33,44.87,45.41,45.95,46.49,47.03,47.57,48.11,48.66,49.2,49.74,50.28]
[null,5,"งานไหล่ทางลูกรัง ผสม - บดทับ",null,null,null,null,null,null,null,19,5,"งานไหล่ทางลูกรัง ผสม - บดทับ"]
[null,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",15.3,2.75,3.44,18.05,18.739999999999998,null,20,null,"  ผสม ( ผสมกับวัสดุอื่นๆ )","ลบม.  แน่น",14.05,14.21,14.36,14.52,14.68,14.83,14.99,15.14,15.3,15.46,15.61,15.77,15.92,16.079999999999998,16.23,16.39,16.55,16.7,16.86,17.010000000000002,17.170000000000002,17.32,17.48,17.64,17.79,17.95]
[null,null,"  บดทับ","ลบม.  แน่น",48.99,20.9,26.13,69.89,75.12,null,21,null,"  บดทับ","ลบม.  แน่น",44,44.63,45.25,45.87,46.5,47.12,47.74,48.36,48.99,49.61,50.23,50.86,51.48,52.1,52.73,53.35,53.97,54.6,55.22,55.84,56.47,57.09,57.71,58.34,58.96,59.58]
[null,6,"งานพื้นทาง ( หินคลุก )",null,null,null,null,null,null,null,22,6,"งานพื้นทาง ( หินคลุก )"]
[null,null,"  ผสม ( Blend )","ลบม.  แน่น",20.22,4.2,5.25,24.42,25.47,null,23,null,"  ผสม ( Blend )","ลบม.  แน่น",19.079999999999998,19.23,19.37,19.510000000000002,19.649999999999999,19.8,19.940000000000001,20.079999999999998,20.22,20.37,20.51,20.65,20.8,20.94,21.08,21.22,21.37,21.51,21.65,21.8,21.94,22.08,22.22,22.37,22.51,22.65]
[null,null,"  บดทับ","ลบม.  แน่น",60.06,25.71,32.14,85.77,92.2,null,24,null,"  บดทับ","ลบม.  แน่น",53.84,54.62,55.4,56.17,56.95,57.73,58.51,59.28,60.06,60.84,61.61,62.39,63.17,63.95,64.72,65.5,66.28,67.06,67.83,68.61,69.39,70.16,70.94,71.72,72.5,73.27]
[null,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",6.27,1.66,2.08,7.93,8.35,null,25,7,"งานตัดแต่งขั้นบันได","ลบม.  แน่น",5.66,5.74,5.81,5.89,5.97,6.04,6.12,6.2,6.27,6.35,6.43,6.5,6.58,6.66,6.73,6.81,6.88,6.96,7.04,7.11,7.19,7.27,7.34,7.42,7.5,7.57]
[null,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ",null,null,null,null,null,null,null,26,8,"งานขุดรื้อคันทางเดิมแล้วบดทับ"]
[null,null,"  ลูกรัง 10 ซม.","ตรม.",8.6300000000000008,2.11,2.64,10.74,11.27,null,27,null,"  ลูกรัง 10 ซม.","ตรม.",7.82,7.92,8.02,8.1199999999999992,8.2200000000000006,8.32,8.42,8.52,8.6300000000000008,8.73,8.83,8.93,9.0299999999999994,9.1300000000000008,9.23,9.33,9.43,9.5299999999999994,9.6300000000000008,9.73,9.83,9.93,10.029999999999999,10.130000000000001,10.23,10.33]
[null,null,"  หินคลุก 10 ซม.","ตรม.",10.52,3.38,4.2300000000000004,13.9,14.75,null,28,null,"  หินคลุก 10 ซม.","ตรม.",9.5299999999999994,9.66,9.7799999999999994,9.9,10.029999999999999,10.15,10.28,10.4,10.52,10.65,10.77,10.89,11.02,11.14,11.27,11.39,11.51,11.64,11.76,11.88,12.01,12.13,12.26,12.38,12.5,12.63]
[null,null,"  ผิว AC 5  ซม.","ตรม.",9.42,1.75,2.19,11.17,11.61,null,29,null,"  ผิว AC 5  ซม.","ตรม.",8.64,8.73,8.83,8.93,9.0299999999999994,9.1199999999999992,9.2200000000000006,9.32,9.42,9.51,9.61,9.7100000000000009,9.81,9.91,10,10.1,10.199999999999999,10.3,10.39,10.49,10.59,10.69,10.79,10.88,10.98,11.08]
[null,9,"งานราดยางไพรม์โค้ต","ตรม.",6.4,0.62,0.78,7.02,7.18,null,30,9,"งานราดยางไพรม์โค้ต","ตรม.",5.37,5.5,5.63,5.76,5.89,6.01,6.14,6.27,6.4,6.53,6.66,6.79,6.92,7.05,7.17,7.3,7.43,7.56,7.69,7.82,7.95,8.08,8.2100000000000009,8.33,8.4600000000000009,8.59]
[null,10,"งานราดยางแทคโค้ต","ตรม.",5.93,0.88,1.1000000000000001,6.81,7.03,null,31,10,"งานราดยางแทคโค้ต","ตรม.",4.9800000000000004,5.0999999999999996,5.22,5.34,5.46,5.57,5.69,5.81,5.93,6.05,6.17,6.29,6.41,6.53,6.65,6.77,6.89,7.01,7.13,7.25,7.37,7.48,7.6,7.72,7.84,7.96]
[null,11,"งานผิวทางแบบบาง",null,null,null,null,null,null,null,32,11,"งานผิวทางแบบบาง"]
[null,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",13.9,2.21,2.76,16.11,16.66,null,33,null,"  ชั้นเดียว ( 1/2 \")","ตรม.",11.82,12.08,12.34,12.6,12.86,13.12,13.38,13.64,13.9,14.16,14.42,14.68,14.94,15.2,15.46,15.72,15.98,16.239999999999998,16.5,16.760000000000002,17.02,17.28,17.54,17.8,18.059999999999999,18.32]
[null,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",19.21,3.05,3.81,22.26,23.02,null,34,null,"  ชั้นเดียว ( 3/4 \")","ตรม.",16.329999999999998,16.690000000000001,17.05,17.41,17.77,18.13,18.489999999999998,18.850000000000001,19.21,19.57,19.93,20.28,20.64,21,21.36,21.72,22.08,22.44,22.8,23.16,23.52,23.88,24.24,24.6,24.96,25.31]
[null,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",28.56,4.54,5.68,33.1,34.24,null,35,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ตรม.",24.28,24.82,25.35,25.89,26.42,26.95,27.49,28.02,28.56,29.09,29.63,30.16,30.69,31.23,31.76,32.299999999999997,32.83,33.369999999999997,33.9,34.43,34.97,35.5,36.04,36.57,37.1,37.64]
[null,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",41.82,6.64,8.3000000000000007,48.46,50.12,null,36,null,"  สองชั้น ( 1 \" + 1/2 \")","ตรม.",35.57,36.35,37.130000000000003,37.909999999999997,38.700000000000003,39.479999999999997,40.26,41.04,41.82,42.61,43.39,44.17,44.95,45.74,46.52,47.3,48.08,48.87,49.65,50.43,51.21,52,52.78,53.56,54.34,55.13]
[null,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )",null,null,null,null,null,null,null,37,12,"งานเคลือบหิน ขจัดฝุ่น ( Pre - Coat )"]
[null,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.77,0.49,0.61,2.2599999999999998,2.38,null,38,null,"  ชั้นเดียว ( 1/2 \")","ลบม.  หลวม",1.63,1.65,1.66,1.68,1.7,1.72,1.74,1.75,1.77,1.79,1.81,1.83,1.84,1.86,1.88,1.9,1.92,1.93,1.95,1.97,1.99,2.0099999999999998,2.02,2.04,2.06,2.08]
[null,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",2.4500000000000002,0.68,0.85,3.13,3.3,null,39,null,"  ชั้นเดียว ( 3/4 \")","ลบม.  หลวม",2.25,2.27,2.2999999999999998,2.3199999999999998,2.35,2.37,2.4,2.42,2.4500000000000002,2.4700000000000002,2.5,2.52,2.5499999999999998,2.57,2.6,2.62,2.65,2.67,2.7,2.72,2.75,2.77,2.8,2.82,2.85,2.87]
[null,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",3.64,1,1.25,4.6399999999999997,4.8899999999999997,null,40,null,"  สองชั้น ( 3/4 \" + 3/8 \")","ลบม.  หลวม",3.34,3.38,3.42,3.45,3.49,3.53,3.57,3.6,3.64,3.68,3.71,3.75,3.79,3.83,3.86,3.9,3.94,3.97,4.01,4.05,4.09,4.12,4.16,4.2,4.2300000000000004,4.2699999999999996]
[null,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",5.33,1.47,1.84,6.8,7.17,null,41,null,"  สองชั้น ( 1 \" + 1/2 \")","ลบม.  หลวม",4.9000000000000004,4.95,5.01,5.0599999999999996,5.1100000000000003,5.17,5.22,5.28,5.33,5.39,5.44,5.49,5.55,5.6,5.66,5.71,5.77,5.82,5.87,5.93,5.98,6.04,6.09,6.15,6.2,6.25]
[null,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต",null,null,null,null,null,null,null,42,13,"งานผิวทางแอสฟัลท์ติกคอนกรีต"]
[null,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",344.87,16.77,20.96,361.64,365.83,null,43,null,"  ค่าผสมวัสดุแอสฟัลท์ติกคอนกรีต","ตัน",285.61,269.39,280.17,290.95999999999998,301.74,312.52,323.31,334.09,344.87,355.66,366.44,377.22,388.01,398.79,409.58,420.36,431.14,441.93,452.71,463.49,474.28,485.06,495.84,506.63,517.41,528.19000000000005]
[null,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม.",null,null,null,null,null,null,null,44,null,"  ค่าขนส่งอุปกรณ์ 80 ตัน ระยะขนส่ง100-300 กม."]
[null,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,null,null,null,null,null,45,null,"  ค่าติดตั้งเครื่องผสม","ครั้ง",250000,250000,250000,250000,250000,250000,250000,250000,250000,250000,250000,250000,250000,250000,250000,250000,250000,250000,250000,250000,250000,250000,250000,250000,250000,250000]
[null,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม.",null,null,null,null,null,null,null,46,null,"  งานปูลาดและบดทับ ผิว AC หนา 5 ซม."]
[null,null,"     บนผิวไพรม์โค้ต","ตรม.",11.87,2.82,3.53,14.69,15.4,null,47,null,"     บนผิวไพรม์โค้ต","ตรม.",10.55,10.71,10.88,11.04,11.21,11.37,11.54,11.7,11.87,12.03,12.2,12.36,12.53,12.7,12.86,13.03,13.19,13.36,13.52,13.69,13.85,14.02,14.18,14.35,14.51,14.68]
[null,null,"     บนผิวแทคโค้ต","ตรม.",9.24,2.2799999999999998,2.85,11.52,12.09,null,48,null,"     บนผิวแทคโค้ต","ตรม.",8.36,8.4700000000000006,8.58,8.69,8.8000000000000007,8.91,9.02,9.1300000000000008,9.24,9.35,9.4600000000000009,9.57,9.68,9.7899999999999991,9.9,10.01,10.130000000000001,10.24,10.35,10.46,10.57,10.68,10.79,10.9,11.01,11.12]
[null,14,"งานผิวทางคอนกรีต",null,null,null,null,null,null,null,49,14,"งานผิวทางคอนกรีต"]
[null,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,null,null,null,null,null,50,null," ค่าติดตั้งเครื่องผสม","  ครั้ง",150000,150000,150000,150000,150000,150000,150000,150000,150000,150000,150000,150000,150000,150000,150000,150000,150000,150000,150000,150000,150000,150000,150000,150000,150000,150000]
[null,null,"  ค่าผสมคอนกรีต","ลบม.",153.25,35.15,43.94,188.4,197.19,null,51,null,"  ค่าผสมคอนกรีต","ลบม.",125.53,129,132.46,135.93,139.38999999999999,142.85,146.32,149.78,153.25,156.71,160.18,163.63999999999999,167.11,170.57,174.04,177.5,180.97,184.43,187.9,191.36,194.83,198.29,201.75,205.22,208.68,212.15]
[null,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",12.34,1.74,2.1800000000000002,14.08,14.52,null,52,null,"  ค่าขนส่งคอนกรีต","ลบม./กม.",10.130000000000001,10.4,10.68,10.96,11.23,11.51,11.78,12.06,12.34,12.61,12.89,13.16,13.44,13.72,13.99,14.27,14.54,14.82,15.1,15.37,15.65,15.92,16.2,16.48,16.75,17.03]
[null,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",15.26,5.34,6.68,20.6,21.94,null,53,null,"  ค่าแบบข้างติดตามยาว 2 ข้าง","เมตร",15.26,15.26,15.26,15.26,15.26,15.26,15.26,15.26,15.26,15.26,15.26,15.26,15.26,15.26,15.26,15.26,15.26,15.26,15.26,15.26,15.26,15.26,15.26,15.26,15.26,15.26]
[null,null,"  ค่าปูผิวคอนกรีต","ตรม.",10.1,1.92,2.4,12.02,12.5,null,54,null,"  ค่าปูผิวคอนกรีต","ตรม.",9.7200000000000006,9.77,9.82,9.86,9.91,9.9600000000000009,10.01,10.06,10.1,10.15,10.199999999999999,10.25,10.29,10.34,10.39,10.44,10.49,10.53,10.58,10.63,10.68,10.73,10.77,10.82,10.87,10.92]
[null,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",20.37,2.5299999999999998,3.16,22.9,23.53,null,55,null,"  ค่าตัดรอยต่อคอนกรีต และหยอดยาง","เมตร",18.41,18.66,18.899999999999999,19.149999999999999,19.39,19.63,19.88,20.12,20.37,20.61,20.86,21.1,21.34,21.59,21.83,22.08,22.32,22.56,22.81,23.05,23.3,23.54,23.79,24.03,24.27,24.52]
[null,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",11.71,2.39,2.99,14.1,14.7,null,56,null," ด่าหยอดยางรอยต่อคอนกรีต","  เมตร",9.92,10.14,10.36,10.59,10.81,11.04,11.26,11.48,11.71,11.93,12.16,12.38,12.6,12.83,13.05,13.28,13.5,13.72,13.95,14.17,14.4,14.62,14.84,15.07,15.29,15.52]
[null,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",7.94,1.06,1.33,9,9.27,null,57,null,"  ค่าบ่มผิวทางคอนกรีต","ตรม.",6.86,7,7.13,7.27,7.4,7.54,7.67,7.81,7.94,8.08,8.2100000000000009,8.35,8.48,8.6199999999999992,8.76,8.89,9.0299999999999994,9.16,9.3000000000000007,9.43,9.57,9.6999999999999993,9.84,9.9700000000000006,10.11,10.24]
[null,15,"งาน Stabilized Layer",null,null,null,null,null,null,null,58,15,"งาน Stabilized Layer"]
[null,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",31.92,11.03,13.79,42.95,45.71,null,59,null,"  ค่าผสมวัสดุ ลูกรัง","ลบม.  แน่น",28.7,29.1,29.51,29.91,30.31,30.71,31.12,31.52,31.92,32.32,32.729999999999997,33.130000000000003,33.53,33.93,34.340000000000003,34.74,35.14,35.54,35.950000000000003,36.35,36.75,37.15,37.56,37.96,38.36,38.76]
[null,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",39.72,5.29,6.61,45.01,46.33,null,60,null,"  ค่าบ่มวัสดุ ลูกรัง","ลบม.  แน่น",34.31,34.99,35.659999999999997,36.340000000000003,37.01,37.69,38.369999999999997,39.04,39.72,40.4,41.07,41.75,42.42,43.1,43.78,44.45,45.13,45.8,46.48,47.16,47.83,48.51,49.19,49.86,50.54,51.21]
[null,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",35.11,11.03,13.79,46.14,48.9,null,61,null,"  ค่าผสมวัสดุ หินคลุก","ลบม.  แน่น",31.57,32.020000000000003,32.46,32.9,33.340000000000003,33.79,34.229999999999997,34.67,35.11,35.56,36,36.44,36.89,37.33,37.770000000000003,38.21,38.659999999999997,39.1,39.54,39.979999999999997,40.43,40.869999999999997,41.31,41.76,42.2,42.64]
[null,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",39.72,5.29,6.61,45.01,46.33,null,62,null,"  ค่าบ่มวัสดุ หินคลุก","ลบม.  แน่น",34.31,34.99,35.659999999999997,36.340000000000003,37.01,37.69,38.369999999999997,39.04,39.72,40.4,41.07,41.75,42.42,43.1,43.78,44.45,45.13,45.8,46.48,47.16,47.83,48.51,49.19,49.86,50.54,51.21]
[null,16,"งาน Pavement  In  Place  Recycling",null,null,null,null,null,null,null,63,16,"งาน Pavement  In  Place  Recycling"]
[null,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",22.6,5.92,7.4,28.52,30,null,64,null,"ขุดลึกเฉลี่ย 15 ซม.","ตรม.",21.47,21.61,21.75,21.89,22.04,22.18,22.32,22.46,22.6,22.75,22.89,23.03,23.17,23.31,23.46,23.6,23.74,23.88,24.02,24.16,24.31,24.45,24.59,24.73,24.87,25.02]
[null,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",28.25,7.39,9.24,35.64,37.49,null,65,null,"ขุดลึกเฉลี่ย 20 ซม.","ตรม.",26.83,27.01,27.19,27.37,27.54,27.72,27.9,28.08,28.25,28.43,28.61,28.79,28.96,29.14,29.32,29.5,29.67,29.85,30.03,30.21,30.38,30.56,30.74,30.92,31.09,31.27]
[null,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",37.67,9.86,12.33,47.53,50,null,66,null,"ขุดลึกเฉลี่ย 25 ซม.","ตรม.",35.78,36.020000000000003,36.25,36.49,36.729999999999997,36.96,37.200000000000003,37.44,37.67,37.909999999999997,38.15,38.380000000000003,38.619999999999997,38.86,39.090000000000003,39.33,39.57,39.799999999999997,40.04,40.270000000000003,40.51,40.75,40.98,41.22,41.46,41.69]
[null,null,"ขุดลึกเฉลี่ย 30 ซม.","ตรม.",{"$f":"HLOOKUP($N$2,$O$4:$AN$81,$K71+1,FALSE)","v":45.21},11.83,{"$f":"ROUND(F71*1.25,2)","v":14.79},{"$f":"ROUND(E71+F71,2)","v":57.04},{"$f":"ROUND(E71+G71,2)","v":60},null,67,null,"ขุดลึกเฉลี่ย 30 ซม.","ตรม.",42.94,43.22,43.5,43.79,44.07,44.36,44.64,44.92,45.21,45.49,45.77,46.06,46.34,46.63,46.91,47.19,47.48,47.76,48.05,48.33,48.61,48.9,49.18,49.47,49.75,50.03]
[null,17,"งาน Slurry Seal","ตรม.",9.93,2.0699999999999998,2.59,12,12.52,null,68,17,"งาน Slurry Seal","ตรม.",8.5500000000000007,8.7200000000000006,8.89,9.06,9.24,9.41,9.58,9.76,9.93,10.1,10.27,10.45,10.62,10.79,10.96,11.14,11.31,11.48,11.65,11.83,12,12.17,12.34,12.52,12.69,12.86]
[null,18,"งาน Fog  Spray","ตรม.",2.27,0.39,0.49,2.66,2.76,null,69,18,"งาน Fog  Spray","ตรม.",1.92,1.96,2.0099999999999998,2.0499999999999998,2.09,2.14,2.1800000000000002,2.23,2.27,2.31,2.36,2.4,2.4500000000000002,2.4900000000000002,2.5299999999999998,2.58,2.62,2.66,2.71,2.75,2.8,2.84,2.88,2.93,2.97,3.02]
[null,19,"งาน Hot Mixed  Recycling",null,null,null,null,null,null,null,70,19,"งาน Hot Mixed  Recycling"]
[null,null,"ขุดลึก  3  ซม.","ตรม.",43.74,5.86,7.33,49.6,51.07,null,71,null,"ขุดลึก  3  ซม.","ตรม.",41.16,41.48,41.8,42.13,42.45,42.77,43.1,43.42,43.74,44.07,44.39,44.71,45.04,45.36,45.68,46.01,46.33,46.65,46.98,47.3,47.62,47.95,48.27,48.59,48.92,49.24]
[null,null,"ขุดลึก  4  ซม.","ตรม.",59.8,7.39,9.24,67.19,69.040000000000006,null,72,null,"ขุดลึก  4  ซม.","ตรม.",56.74,57.12,57.5,57.89,58.27,58.65,59.03,59.41,59.8,60.18,60.56,60.94,61.32,61.71,62.09,62.47,62.85,63.23,63.62,64,64.38,64.760000000000005,65.14,65.53,65.91,66.290000000000006]
[null,null,"ขุดลึก  5  ซม.","ตรม.",72.42,8.11,10.14,80.53,82.56,null,73,null,"ขุดลึก  5  ซม.","ตรม.",68.69,69.16,69.63,70.09,70.56,71.02,71.489999999999995,71.959999999999994,72.42,72.89,73.36,73.819999999999993,74.290000000000006,74.75,75.22,75.69,76.150000000000006,76.62,77.08,77.55,78.02,78.48,78.95,79.41,79.88,80.349999999999994]
[null,null,"ขุดลึก  6  ซม.","ตรม.",57.8,9,11.25,66.8,69.05,null,74,null,"ขุดลึก  6  ซม.","ตรม.",83.25,83.82,84.38,84.95,85.52,86.09,86.66,87.23,57.8,88.36,88.93,89.5,90.07,90.64,91.21,91.77,92.34,92.91,93.48,94.05,94.62,95.19,95.75,96.32,96.89,97.46]
[null,20,"งาน Milling",null,null,null,null,null,null,null,75,20,"งาน Milling"]
[null,null,"ขุดลึก  5  ซม.","ตร.ม.",10.25,1.97,2.46,12.22,12.71,null,76,null,"ขุดลึก  5  ซม.","ตร.ม.",8.6999999999999993,8.9,9.09,9.2799999999999994,9.48,9.67,9.86,10.06,10.25,10.45,10.64,10.83,11.03,11.22,11.42,11.61,11.8,12,12.19,12.39,12.58,12.77,12.97,13.16,13.36,13.55]
[null,null,"ขุดลึก  10  ซม.","ตร.ม.",11.96,2.2999999999999998,2.88,14.26,14.84,null,77,null,"ขุดลึก  10  ซม.","ตร.ม.",10.15,10.38,10.6,10.83,11.06,11.28,11.51,11.74,11.96,12.19,12.41,12.64,12.87,13.09,13.32,13.54,13.77,14,14.22,14.45,14.68,14.9,15.13,15.35,15.58,15.81]