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{"sheet":"หลักเกณฑ์การถอดแบบ","index":0,"n_rows":201,"n_cols":9,"rows_kept":201,"cut":false,"hidden":false,"merged":[[196,8,200,8],[1,1,1,8],[185,1,186,1],[185,2,186,2],[185,8,186,8],[187,8,191,8],[194,1,195,1],[194,2,195,2],[194,8,195,8]]}
[]
[null,"หลักเกณฑ์การถอดแบบหาปริมาณวัสดุเพื่อคำนวณราคากลาง"]
[]
[null,"1.งานขุดดินฐานรากและถมดิน   คิดเผื่อกันดินพังและทำงานสะดวก 30%"]
[null,"2. งานวัสดุรองพื้นหรือปรับระดับ   คิดเผื่อการยุบตัวเนื่องจากการบดอัดด้วยแรงคน"]
[null,"    2.1  งานถมทราย      เผื่อ  25%"]
[null,"    2.2  งานถมดิน          เผื่อ  30%"]
[null,"    2.3  งานถมลูกรัง       เผื่อ  35%"]
[null,"    2.4  งานถมอิฐหัก      เผื่อ  25%"]
[null,"3.งานไม้แบบหล่อคอนกรีต"]
[null,"    3.1  ไม้แบบหนา 1\" เนื้อที่ 1 ตารางเมตร   ใช้ไม้ปริมาตรประมาณ 1 ลูกบาศก์ฟุต"]
[null,"    3.2   ไม้เคร่ายึดไม้แบบ คิด 30% ของปริมาณไม้แบบ"]
[null,"    3.3   ไม้ค้ำยันไม้แบบ"]
[null,"            3.3.1   ไม้ค้ำยันท้องคานและงานประเภทคานคิด 1 ตัน/ความยาว 1 เมตร"]
[null,"            3.3.2   ไม้ค้ำยันท้องพื้นและงานประเภทพื้นคิด 1 ตัน/ตารางเมตร"]
[null,"4.   การลดปริมาณไม้แบบหล่อคอนกรีต เนื่องจากใช้งานได้หลายครั้ง"]
[null,"    4.1  อาคารชั้นเดียว   ลด 20%   ใช้  80%"]
[null,"    4.2  อาคาร 2 ชั้น      ลด 30%   ใช้  70%"]
[null,"    4.3  อาคาร 3 ชั้น      ลด 40%   ใช้  60%"]
[null,"    4.4  อาคาร 4 ชั้นขึ้นไป  ลด 50%  ใช้  50%"]
[null,"     การลดปริมาณไม้แบบหล่อคอนกรีต ลดลงเฉพาะปริมาณวัตถุไม้แบบ  เคร่ายึดไม้แบบ และไม้ค้ำยัน ส่วนค่าแรงคิดเต็มปริมาณไม้แบบหล่อคอนกรีตทั้งหมด"]
[null,"5. การเผื่อเหล็กเสริม   เนื่องจากต้องทบต่อ งอปลาย ดัดคอม้า และเสียเศษใช้งานไม่ได้ของเหล็กเสริมแต่ละขนาดทั้งเหล็กเส้นกลมผิวเรียบและเหล็กเส้นกรมผิวข้ออ้อยตามเกณฑ์   ดังนี้"]
[null,"เหล็กเสริม   เหล็กเสริมขนาด"]
[null,"             6 มม.         เผื่อ   5%"]
[null,"             9 มม.         เผื่อ   7%"]
[null,"            10 มม.        เผื่อ   7%"]
[null,"            12 มม.        เผื่อ   9%"]
[null,"            15 มม.        เผื่อ  11%"]
[null,"            16 มม.        เผื่อ  11%"]
[null,"            19 มม.        เผื่อ  13%"]
[null,"            20 มม.        เผื่อ  13%"]
[null,"            22 มม.        เผื่อ  14%"]
[null,"            25 มม.        เผื่อ  15%"]
[null,"            28 มม.        เผื่อ  15%"]
[null,"6. ลวดผูกเหล็กเสริม คิด 30 กิโลกรัม/เหล็กเสริม 1 เมตริกตัน"]
[null,"7. ปริมาณตะปูของงานประเภทต่าง ๆ"]
[null,"    7.1 งานวางคาน ตง และปูพื้นไม้  ใช้  0.20 กก./ตารางเมตร"]
[null,"    7.2 งานติดตั้งโครงหลังคาไม้"]
[null,"            7.2.1  ทรงเพิงแหงน          ใช้ 0.20  กก./ตารางเมตร"]
[null,"            7.2.2  ทรงจั่ว                    ใช้  0.20 กก./ตารางเมตร"]
[null,"            7.2.3  ทรงปั้นหยา             ใช้  0.25 กก./ตารางเมตร"]
[null,"            7.2.4  ทรงไทย                 ใช้   0.30 กก./ตารางเมตร"]
[null,"8. ปริมาณวัสดุมวลรวมของคอนกรีตส่วนผสมต่าง ๆ  (เผื่อเสียหายแล้ว)"]
[null,"    8.1 คอนกรีตส่วนผสม    1:3:5  (คอนกรีตหยาบ)"]
[null,"            -   ปูนซีเมนต์พอร์ตแลนด์     252   กก."]
[null,"            -    ทรายหยาบ                    0.62   ลูกบาศก์เมตร"]
[null,"            -    หิน 1-2                         0.97   ลูกบาศก์เมตร"]
[null,"            -    น้ำ                                 180    ลิตร"]
[null,"    8.2  คอนกรีตส่วนผสม   1:2:4"]
[null,"            -  ปูนซีเมนต์พอร์ตแลนด์         336    กก."]
[null,"            -  ทรายหยาบ                        0.54   ลูกบาศก์เมตร"]
[null,"            -  หิน 1-2                             1.03   ลูกบาศก์เมตร"]
[null,"            -  น้ำ                                      180    ลิตร"]
[null,"คอนกรีตตามมาตรฐานกรมโยธาธิการ"]
[null,"    คอนกรีต  ค.1  (STRENGTH)   180 กก./ตารางเซนติเมตร"]
[null,"            -  ปูนซีเมนต์พอร์ตแลนด์          304    กก."]
[null,"            -  ทรายหยาบ                         0.43   ลูกบาศก์เมตร"]
[null,"            -  หิน  1-2                             0.85   ลูกบาศก์เมตร"]
[null,"            -  น้ำ                                      180    ลิตร"]
[null,"   คอนกรีต ค.2  (STRENGTH)   240 กก./ตารางเซนติเมตร"]
[null,"            -  ปูนซีเมนต์ปอรต์แลนด์          336   กก."]
[null,"            -  ทรายหยาบ                        0.60   ลูกบาศก์เมตร"]
[null,"            -  หิน  1-2                           1.09   ลูกบาศก์เมตร"]
[null,"            -  น้ำ                                    180    ลิตร"]
[null,"    คอนกรีต  ค.3  (STRENGTH) 300 กก./ตารางเซนติเมตร"]
[null,"            -   ปูนซีเมนต์พอร์ตแลนด์         367   กก."]
[null,"            -  ทรายหยาบ                          0.66  ลูกบาศก์เมตร"]
[null,"            -  หิน  1-2                              0.92  ลูกบาศก์เมตร"]
[null,"            -  น้ำ                                       180   ลิตร"]
[null,"    คอนกรีต  ค.4  (STRENGTH)   350  กก./ตารางเซนติเมตร"]
[null,"            -   ปูนซีเมนต์พอร์ตแลนด์         420    กก."]
[null,"            -  ทรายหยาบ                          0.50   ลูกบาศก์เมตร"]
[null,"            -  หิน  1-2                              0.98   ลูกบาศก์เมตร"]
[null,"            -  น้ำ                                        180   ลิตร"]
[null,"หมายเหตุ    คอนกรีต  1   ลูกบาศก์เมตร   ใช้น้ำผสมประมาณ  180 ลิตร   ปริมาณวัสดุนี้ เผื่อการเสียหายแล้ว"]
[null,"9.ปริมาณวัสดุมวลรวมของงานผนังก่อด้วยวัสดุชนิดต่าง ๆ"]
[null,"    9.1   ผนังก่ออิฐมอญครึ่งแผ่น  (1 ตารางเมตร)"]
[null,"            -  อิฐมอญ              138  แผ่น"]
[null,"            -  ปูนซีเมนต์ผสม     16  กก."]
[null,"            -  ปูนขาว           10.29  กก."]
[null,"            -  ทรายหยาบ       0.05  ลูกบาศก์เมตร"]
[null,"            -  น้ำ                        10  ลิตร"]
[null,"    9.2   ผนังก่ออิฐเต็มแผ่น  (1 ตารางเมตร)"]
[null,"            -  อิฐมอญ                   276 แผ่น"]
[null,"            -  ปูนซีเมนต์ผสม         34  กก."]
[null,"            -  ปูนขาว                20.59  กก."]
[null,"            -  ทรายหยาบ         0.086   ลูกบาศก์เมตร"]
[null,"            -  น้ำ                            20   ลิตร"]
[null,"   9.3   ผนังคอนกรีตบล็อก ขนาด 0.07x0.19x0.39   (1 ตารางเมตร)"]
[null,"            -  คอนกรีตบล็อก             13   ก้อน"]
[null,"            -  ปูนซีเมนต์ผสม          6.75  กก."]
[null,"            -  ปูนขาว                    3.87   กก."]
[null,"            -   ทรายหยาบ              0.03   ลูกบาศก์เมตร"]
[null,"            -   น้ำ                                  5   ลิตร"]
[null,"    9.4   ผนังคอนกรีตบล็อก  ขนาด 0.09x0.19x0.39   (1 ตารางเมตร)"]
[null,"            -  คอนกรีตบล็อก               13  ก้อน"]
[null,"            -  ปูนซีเมนต์ผสม           9.47  กก."]
[null,"            -  ปูนขาว                     5.43   กก."]
[null,"            -  ทรายหยาบ               0.04   ลูกบาศก์เมตร"]
[null,"            -  น้ำ                                   5   ลิตร"]
[null,"    9.5   ผนังคอนกรีตบล็อก ชนิดระบายอากาศขนาด  0.09x0.19x0.39  (1 ตารางเมตร)"]
[null,"            -  คอนกรีตบล็อก             13  ก้อน"]
[null,"            -  ปูนซีเมนต์ผสม          9.47 กก."]
[null,"            -  ปูนขาว                   5.43   กก."]
[null,"            -  ทรายหยาบ             0.04   ลูกบาศก์เมตร"]
[null,"            -  น้ำ                                5   ลิตร"]
[null,"10.ปูนทรายส่วนผสมระหว่างซีเมนต์และทรายหยาบ   อัตราส่วน  1:3   ใช้วัสดุดังนี้  (เผื่อวัสดุเสียหายแล้ว)"]
[null,"    10.1 ปูนทรายรองพื้นสำหรับปูวัสดุแผ่นสำเร็จรูป/1 ารางเมตร  (หนา 5 ซม.)"]
[null,"                -  ปูนซีเมนต์ผสม         20   กก."]
[null,"                -  ทรายหยาบ           0.11   ลูกบาศก์เมตร"]
[null,"                -  น้ำ                             6   ลิตร"]
[null,"   10.2   ปูนทรายรองพื้นสำหรับผนังบุด้วยวัสดุแผ่นสำเร็จ/1 ตารางเมตร  (หนา  3  ซม.)"]
[null,"                -  ปูนซีเมนต์                 12  กก."]
[null,"                -   ทรายหยาบ              0.07  ลูกบาศก์เมตร"]
[null,"                -  น้ำ                              4   ลิตร"]
[null,"    10.3   ปูนทรายงานฉาบผิวซีเมนต์ขัดมันและขัดหยาบ/1 ตารางเมตร  (หนา 2 ซม.)"]
[null,"                -  ปูนซีเมนต์               11   กก."]
[null,"                -  ทรายหยาบ         0.03   ลูกบาศก์เมตร"]
[null,"                -  ปูนขาว                  7.70  ลิตร"]
[null,"                -  น้ำ                             3   ลิตร"]
[null,"    10.4   ปูนทรายรองพื้นผนังทรายล้างหรือหินล้าง/1 ตารางเมตร  (หนา  3  ซม.)"]
[null,"                -  ปูนซีเมนต์               12   กก."]
[null,"                -  ทรายหยาบ       0.027   ลูกบาศก์เมตร"]
[null,"                -  น้ำ                          4       ลิตร"]
[null,"    10.5   ปูนทรายรองพื้นผนังทรายล้างหรือหินล้างหินขัด/1 ตารางเมตร   (หนา  5  ซม.)"]
[null,"                -  ปูนซีเมนต์                20   กก."]
[null,"                -   ทรายหยาบ        0.045   ลูกบาศก์เมตร"]
[null,"                -  น้ำ                              6   ลิตร"]
[null,"11. งานตกแต่งผิงผนังและพื้นงานช่างปูน"]
[null,"    11.1  งานปูนฉาบ/1 ตารางเมตร"]
[null,"                -  ปูนซีเมนต์ผสม           8.42   กก."]
[null,"                -  ทรายละเอียด             0.03   ลูกบาศก์เมตร"]
[null,"                -  ปูนขาว                      7.70   กก."]
[null,"                -  น้ำ                                   3   ลิตร"]
[null,"    11.2 งานทำหินล้าง/1 ตารางเมตร"]
[null,"                -  ซีเมนต์ขาว                8.4   กก."]
[null,"                -   ทรายละเอียด         0.03   ลูกบาศก์เมตร"]
[null,"                -   หินเกล็ด                     22  กก."]
[null,"                -  สีฝุ่น                        0.05  ลิตร"]
[null,"                -  น้ำ                                 5   ลิตร"]
[null,"    11.3  งานหินขัด"]
[null,"                -  ซีเมนต์ขาว             6.30   กก."]
[null,"                -  ทรายละเอียด       0.026   ลูกบาศก์เมตร"]
[null,"                -  หินเกล็ดสีต่าง ๆ        22   กก."]
[null,"                -  น้ำ                              6   ลิตร"]
[null,"                -  สีฝุ่น                     0.50   กก."]
[null,"                -  ขี้ผึ้งลงพื้น            0.03   กก."]
[null,"หมายเหตุ    หินเกล็ด  1   ลูกบาศก์เมตร  หนัก  1,600  กก."]
[null,"12.   ปริมาณวัสดุของงานฝาผนังและฝ้าเพดานและพื้นไม้/1 ตารางเมตร"]
[null,"    12.1  ฝาไม้  1/2\"x6\" ตีทับเกล็ด เคร่าไม้  1 1/2\"x3\""]
[null,"            @ 0.5 ม. c/c"]
[null,"                -  ไม้ฝา              0.725   ลูกบาศก์ฟุต"]
[null,"                -  ไม้เคร่า             0.25   ลูกบาศก์ฟุต"]
[null,"                -  ตะปู                  0.15   กก."]
[null,"   12.2   ฝาวัสดุแผ่นสำเร็จรูป 2 ด้าน   เคร่าไม้  1 1/2\"x3\""]
[null,"            @ 0.40x0.60 ม."]
[null,"                -   วันดุแผ่นสำเร็จรูป            2   ตารางเมตร"]
[null,"                -  ไม้เคร่า                     0.515   ลูกบาศก์ฟุต"]
[null,"                -  ตะปู                             0.20   กก."]
[null,"    12.3  ฝ้าเพดานไม้  1/2\" ตีชนเซาะร่องตัววี เคร่า  1 1/2\"x3\""]
[null,"            @ 0.40 ม. c/c"]
[null,"                -  ไม้ฝาเพดาน             0.55   ลูกบาศก์ฟุต"]
[null,"                -  ไม้เคร่า                    0.42   ลูกบาศก์ฟุต"]
[null,"                -  ตะปู                        0.20   กก."]
[null,"    12.4  ไม้หนา  1\" เข้าลิ้น/1 ตารางเมตร"]
[null,"                -  ใช้ไม้พื้น                     1.15   ลูกบาศก์ฟุต"]
[null,"หมายเหตุ   วัสดุทั้งหมดคิดเผื่อเสียหายแล้ว"]
[null,"การคิดไม้เคร่า"]
[null,"    การหาจำนวนไม้โดยใช้ระยะห่างของไม้เคร่าหารด้วยด้านกว้างและด้านยาวของเนื่อที่ ๆ จะติดตั้งไม้เคร่าดังนี้"]
[null,"        -   ถ้าหารลงตัวให้เพิ่มอีก  1 ท่อน"]
[null,"        -   ถ้าหารไม่ลงตัวให้เพิ่มไม้อีก   2 ท่อน"]
[null,"   เช่น  ด้านกว้าง   3.50  ม.  ใช้ระยะระหว่างเคร่า   0.60 ม."]
[null,"    ใช้ไม้  3.5/0.6  = 5 5/6   ต้องใช้  5+2  = 7 ท่อน"]
[null,"    ด้านยาว  4.80 ม.   ใช้ระยะระหว่างเคร่า  0.60 ม."]
[null,"    ใช้ไม้  4.8/0.6 = 8  ต้องใช้  8+1 = 9"]
[null,"วิธีคิดโดยใช้ตัวไม้และระยะขนาดต่าง ๆ / ตารางเมตร"]
[null,"ไม้เคร่า  1 1/2\"x3\"          0.60 : ใช้ไม้    0.513  ลูกบาศก์ฟุต"]
[null,"ไม้เคร่า  1 1/2\"x3\"          0.40 : ใช้ไม้    0.616  ลูกบาศก์ฟุต"]
[null,"ไม้เคร่า  2\"x3\"                 0.60 : ใช้ไม้    0.547  ลูกบาศก์ฟุต"]
[null,"ไม้เคร่า  2\"x3\"                 0.40 : ใช้ไม้    0.774  ลูกบาศก์ฟุต"]
[null,"ไม้เคร้า  2\"x4\"                 0.60 : ใช้ไม้    0.729  ลูกบาศก์ฟุต"]
[null,"ไม้เคร้า  2\"x4\"                 0.40 : ใช้ไม้    1.032  ลูกบาศก์ฟุต"]
[null,"วัสดุมุงหลังคา"]
[null,"หลังคาทรงจั่ว"]
[]
[null,"ลำดับที่","ชนิดกระเบื้อง","ระยะ","ปริมาตรระแนง, แป","ต่อตารางเมตร","(ลูกบาศก์ฟุต)","จำนวนกระเบื้อง","หมายเหตุ"]
[null,null,null,"ระแนง , แป","1 1/2\\'x3\"","2\"x3\"","1 1/2\"x1 1/2\"","แผ่นต่อตารางเมตร"]
[null,1,"ลอนคู่ 0.50x1.20",1,0.15,0.18,"-",2.37]
[null,2,"ลอนเล็ก 0.54x1.50",0.65,0.16400000000000001,0.22,"-",1.9]
[null,3,"ลอนใหญ 1.02x1.20",1,0.15,0.18,"-",1.18]
[null,4,"โมเนีย 0.33x0.425","0.32-0.35","-","-",0.185,10.5]
[null,5,"แซ็นจูเรียน 0.33x0.425","0.32-0.35","-","-",0.185,10.5]
[null,"หลังคาทรงปั้นหยา"]
[]
[null,"ลำดับที่","ชนิดกระเบื้อง","ระยะ","ปริมาตรระแนง, แป","ต่อตารางเมตร","(ลูกบาศก์ฟุต)","จำนวนกระเบื้อง","หมายเหตุ"]
[null,null,null,"ระแนง , แป","1 1/2\"x3\"","2\"x3\"","1 1/2\"x1\"","แผ่นต่อตารางเมตร"]
[null,1,"ลอนคู่ 0.50x1.20",1,0.153,0.19700000000000001,"-",2.41]
[null,2,"ลอนเล็ก 0.54x1.50",0.65,0.17,0.19,"-",1.75]
[null,3,"ลอนใหญ 1.02x1.20",1,0.153,0.19700000000000001,"-",1.2]
[null,4,"โมเนีย 0.33x0.425","0.32-0.35","-","-",0.19,12]
[null,5,"แซ็นจูเรียน 0.33x0.425","0.32-0.35","-","-",0.19,12]

{"sheet":"คู่มือการใช้โปรแกรม","index":1,"n_rows":85,"n_cols":14,"rows_kept":85,"cut":false,"hidden":false,"merged":[[40,3,41,14]]}
[]
[null,null,"คู่มือการใช้โปรแกรม"]
[null,null,1,"เริ่มจาก Click cell ที่ column B และ Row ในแถวถัดลงมาจากแถวแรกที่ใช้กรอกข้อมูล Click Run"]
[null,null,2,"หากต้องการเพิ่มตารางอีกให้ทำการClickที่ cell ถัดมา click Run โดยทำเหมือนขั้นตอนที่ผ่านมา"]
[]
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[null,null,3,"button Clear ใช้สำหรับลบข้อมูลที่ป้อนไว้ทั้งหมดโดยไม่ลบRow แรกเพราะเป็น main Data ในการคำนวณเนื่องจากสูตรใน Vba เป็นแบบ Aotufield"]
[null,null,4,"หาก click Run แล้วเกิด Debug ให้ click ที่ End "]
[null,null,5,"ตารางทางด้านขวาเป็นการสรุปปริมาณผลรวมต่างๆที่ใช้"]
[]
[]
[null,null,null,"การป้อนข้อมูล"]
[null,null,null,"ตัวอักษรเป็นสีฟ้าและสีแดงคือ ให้ป้อนข้อมูล"]
[null,null,null,"ตัวอักษรเป็นสีเขียวและดำ คือ ข้อมูลที่ได้จากการคำนวณแล้ว โดยอักษรสีเขียวป็นผลรวมปริมาณวัสดุและพ.ท.ที่ใช้ในงาน"]
[]
[]
[]
[null,null,null,"สำหรับตารางB.O.Q. ได้รวมเฉพาะงานโครงสร้าง ยกเว้นงานหลังคาเนื่องรูปแบบของหลังคาไม่ตายตัว  แต่ได้ทำตารางเผื่อไว้แล้วโดยอาจต้องคำนวณด้วยตัวเองและใส่ในตาราง โดยในตารางได้ใส่สูตรผลรวมไว้แล้วเพียงแต่ป้อนข้อมูลไปเท่านั้น"]
[]
[null,null,null,"ส่วนงานด้านสถาปัตย์และงานระบบต่างๆก็เช่นกันเนื่องจากข้อมูลไม่ตายตัวแต่ได้ใส่สูตรในการคำนวณไว้แล้ว"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,"หมายเหตุ : ข้อมูลที่ป้อน หน่วยป็นเมตร"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,"by Preecha Soontonpukdi",null,null,"soontonpukdi@hotmail.com"]

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[null,"ประมาณงานฐานราก"]
[]
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[null,"รายการ",null,null,null,"งานคอนกรีต",null,null,null,null,null,null,"งานดินขุด",null,null,null,null,"งานดินถม",null,null,null,null,"งานเหล็กฐานราก",null,null,null,null,null,null,null,null,null,"งานแบบฐานราก","งานเสาเข็ม",null,"เหล็กเสริมฐานรากสำหรับเสาเข็ม 1ต้น ในกรณีที่4 และ5",null,null,null,null,null,null,null,null,null,"งานเหล็กตอม่อ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"สรุป:ปริมาณเหล็กเสริม"]
[null,"ลำดับที่","ชื่อ","เลือกรูปแบบฐานราก","จำนวนฐานราก","ขนาดเสาตอม่อ",null,null,"ขนาดฐานราก",null,null,"ปริมาณคอนกรีต","ชนิดของดิน","ขนาดหลุม",null,null,"รวมปริมาณดินขุด","คอนกรีตหยาบ",null,"ทรายหยาบ ",null,"รวมปริมาณดินถม","ระยะหุ้มคอนกรีต","เหล็กเสริมตาม กว้าง S",null,null,"เหล็กเสริมตามยาว L",null,null,"เหล็กปลอก (รัดรอบ)",null,null,"   รวม (ม.2)","จำนวน","รวม (ต้น)","เหล็กยืน",null,null,null,"เหล็กปลอกนอก",null,null,"เหล็กปลอกใน",null,null,"เหล็กยืน",null,null,null,null,"เหล็กปลอก",null,null,null,null,null,null,null,null,null,"ความยาวเหล็กเสริม",null,null,null,null,null,"น้ำหนัก",null,"จำนวนเส้น"]
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["Main Data",null,null,"Choose",null,null,null,null,null,null,null,{"$f":"(F13*G13*H13+I13*J13*K13)*E13","v":0},"ดินแข็ง",{"$f":"I13","v":0},{"$f":"J13","v":0},null,{"$f":"ROUND(IF(AND(M13=\"ดินแข็ง\",P13<=1.5),((N13+0.2*2)*(O13+0.2*2))*P13,IF(AND(M13=\"ดินแข็ง\",P13>1.5),((N13+0.3*2)+(O13+0.3*2))*P13,IF(AND(P13<=1.5,M13=\"ดินอ่อน\"),1/3*P13*(((O13+0.2*2)*(N13+0.2*2))+((O13+0.3*P13*2)*(N13+0.3*P13*2))+SQRT((((O13+0.2*2)*(N13+0.2*2))*((O13+0.3*P83*2)*(N13+0.3*P13*2))))),IF(AND(P13>1.5,M13=\"ดินอ่อน\"),1/3*P13*(((O13+0.3*2)*(N13+0.3*2))+((O13+0.5*P13*2)*(N13+0.5*P13*2))+SQRT((((O13+0.3*2)*(N13+0.3*2))*((O13+0.5*P13*2)*(N13+0.5*P13*2))))))))),2)*E13","v":0},null,{"$f":"ROUND(IF(AND(M13=\"ดินอ่อน\",P14>1.5),(((I13+0.3*2)*(J13+0.3*2))*R13),IF(AND(M13=\"ดินอ่อน\",P14<=1.5),(((I13+0.2*2)*(J13+0.2*2))*R13),IF(AND(M13=\"ดินแข็ง\",P14<=1.5),(((I13+0.2*2)*(J13+0.2*2))*R13),IF(AND(M13=\"ดินแข็ง\",P14>1.5),(((I13+0.3*2)*(J13+0.3*2))*R13))))),3)","v":0},null,{"$f":"ROUND(IF(AND(M13=\"ดินอ่อน\",P14>1.5),(((I13+0.3*2)*(J13+0.3*2))*T13),IF(AND(M13=\"ดินอ่อน\",P14<=1.5),(((I13+0.2*2)*(J13+0.2*2))*T13),IF(AND(M13=\"ดินแข็ง\",P14<=1.5),(((I13+0.2*2)*(J13+0.2*2))*T13),IF(AND(M13=\"ดินแข็ง\",P14>1.5),(((I13+0.3*2)*(J13+0.3*2))*T13))))),3)","v":0},{"$f":"Q13-L13+U13+S13","v":0},null,null,null,{"$f":"IF(Y13=0,0,IF(OR(D13=\"Case 4\",D13=\"Case 5\"),0,IF(D13=\"Case 1\",((J13-W13*2)*(I13/Y13+1))*E13,IF(D13=\"Case 2\",(((J13-W13*2)+((K13-W13*2)*2))*(I13/Y13+1))*E13,IF(D13=\"Case 3\",((((J13-W13*2)+(K13-W13*2))*(I13/Y13+1))*2)*E13)))))","v":0},null,null,{"$f":"IF(AB13=0,0,IF(OR(D13=\"Case 4\",D13=\"Case 5\"),0,IF(D13=\"Case 1\",((I13-W13*2)*(J13/AB13+1))*E13,IF(D13=\"Case 2\",(((I13-W13*2)+((K13-W13*2)*2))*(J13/AB13+1))*E13,IF(D13=\"Case 3\",((((I13-W13*2)+(K13-W13*2))*(J13/AB13+1))*2)*E13)))))","v":0},"RB 6 mm.",null,{"$f":"IF(D13=\"Case 2\",((I13-W13*2)*2+(J13-W13*2)*2),0)","v":0},{"$f":"(I13*K13*2)+(J13*K13*2)+(F13*H13*2)+(G13*H13*2)","v":0},null,{"$f":"E13*AH13","v":0},{"$f":"IF(D13=\"Case 5\",4,IF(D13=\"Case 4\",8,\"ไม่ได้อยู่ในกรณีนี้\"))","v":"ไม่ได้อยู่ในกรณีนี้"},null,null,{"$f":"IF(AJ13=0,0,IF(OR(D13=\"Case 4\",D13=\"Case 5\"),(AJ13*K13-(W13*2))*E13,0))","v":0},null,null,{"$f":"IF(AO13=0,0,ROUND(IF(OR(D13=\"Case 4\",D13=\"Case 5\"),(((I13-W13*2)*2+(J13-W13*2)*2)*(((K13-W13*2)/AO13)+1))*E13,0),3))","v":0},null,null,{"$f":"ROUND(IF(D13=\"Case 4\",AP13/2,0),3)","v":0},null,null,null,null,{"$f":"IF(AT13=\"Choose\",0,(ROUND(IF(H13=0,0,H13+(I13/3)+AT13)*AU13,3))*E13)","v":0},null,null,{"$f":"IF(AZ13=0,0,(ROUNDUP(H13/AZ13+1,0)*(F13*2+G13*2))*AU13)*E13","v":0},null,null,null,null,null,null,null,"RB6",{"$f":"SUMIF($X$13:$X$1007:$AA$13:$AA$1007:$AD$13:$AD$1007:$AK$13:$AK$1007:$AN$13:$AN$1007:$AQ$13:$AQ$1007:$AV$13:$AV$1007:$AY$13:$AY$1007,\"RB 6 mm.\",$Z$13:$Z$1007:$AC$13:$AC$1007:$AF$13:$AF$1007:$AM$13:$AM$1007:$AP$13:$AP$1007:$AS$13:$AS$1007:$AX$13:$AX$1007:$BA$13:$BA$1007)","v":0},"ม.",0.05,{"$f":"IF(BL12=\"ไม่เผื่อ%\",0,BJ13+BJ13*BL13)","v":0},"ม.",{"$f":"IF(BL12=\"ไม่เผื่อ%\",BJ13*0.22,BM13*0.22)","v":0},"กก.",{"$f":"IF($BL$12=\"ไม่เผื่อ\",ROUNDUP((BJ13/10),0),ROUNDUP((BM13/10),0))","v":0},"เส้น",null,"ดินขุด",null,{"$f":"SUM(Q13:Q1007)","v":0},"ม.3",null,null,"ไม้แบบ",null,{"$f":"SUM(AG13:AG1007)","v":0},"ม.2","จำนวนชั้น",null,2,"ชั้น",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"(DP13*DR13*2)+(DQ13*DR13*2)+(DM13*DO13*2)+(DN13*DO13*2)","v":0},6,{"$f":"DS13*ER13","v":0}]
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[null,null,"ประมาณงานเสา",null,"BY","Preecha Soontonpukdi"]
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[null,"No.","Name",null,null,null,null,null,null,null,null,null,"ความสูง Beam (m.)","ขนาดเหล็กยืน ø (m.)","จำนวนเหล็กยืน (ท่อน)","  รวม (m.)","ระยะห่างเหล็กปลอก  @  (m.)","ขนาดเหล็กปลอกø  (m.)","ระยะหุ้มคอนกรีต (m.)","รวมความยาวเหล็กปลอกนอก(m.)","ขนาดเหล็กปลอกø  (m.)",null,"รวมความยาวเหล็กปลอกใน(m.)"," รวมความยาวเหล็กเสริมทั้งหมด (m.)",null,null,null,null,"รวมความยาวเหล็กเสริม",null,null,null,null,null,"น้ำหนักรวม",null,"จำนวนเส้นรวม"]
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["เริ่ม Click ที่ column B10 แล้วทำกดปุ่ม Run",null,null,null,null,null,null,null,null,{"$f":"ROUND(IF(D10=\"เสาเหลี่ยม\",F10*G10*H10*I10,((PI()*E10^2)*H10*I10)),3)","v":0},{"$f":"ROUND(IF(D10=\"เสาเหลี่ยม\",((F10*H10*2)+(G10*H10*2))*I10,2*PI()*E10*H10*I10),3)","v":0},"choose ",null,null,{"$f":"IF(L10=\"แบบ 1\",4,IF(L10=\"แบบ 2\",6,IF(L10=\"แบบ 3\",8,IF(L10=\"แบบ 4\",8,IF(L10=\"แบบ 5\",12,0)))))","v":0},{"$f":"IF(OR(N10=\"RB 12 mm.\",N10=\"DB 12 mm.\"),(M10+(40*0.012)+H10)*O10,IF(N10=\"RB 9 mm.\",(M10+(40*0.009)+H10)*O10,IF(N10=\"RB 6 mm.\",(M10+(40*0.006)+H10)*O10,IF(N10=\"RB 15 mm.\",(M10+(40*0.015)+H10)*O10,IF(N10=\"RB 19 mm.\",(M10+(40*0.019)+H10)*O10,IF(N10=\"DB 16 mm.\",(M10+(40*0.016)+H10)*O10,IF(N10=\"DB 20 mm.\",(M10+(40*0.02)+H10)*O10,IF(OR(N10=\"DB 25 mm.\",N10=\"RB 25 mm.\"),(M10+(40*0.025)+H10)*O10,IF(N10=\"DB 28 mm.\",(M10+(40*0.028)+H10)*O10,IF(N10=\"DB 32 mm.\",(M10+(40*0.032)+H10)*O10))))))))))","v":false},null,null,null,{"$f":"IF(OR(OR(S10=0,Q10=0),L10=\"แบบ 1\"),0,((F10-S10*2)*2+(G10-S10*2)*2)*((H10/Q10)+1))","v":0},null,null,{"$f":"ROUND(IF(OR(OR(OR(L10=\"choose\",L10=\"แบบ 1\"),S10=0),Q10=0),0,IF(L10=\"แบบ 2\",((G10-S10*2)*2)*((H10/Q10)+1),IF(L10=\"แบบ 3\",((((F10-S10*2)*2)+((G10-S10*2)*2))/2)*((H10/Q10)+1),IF(L10=\"แบบ 4\",((F10-S10*2)+(G10-S10*2)+1/4*F10+1/4*G10)*((H10/Q10)+1),IF(L10=\"แบบ 5\",((((F10-S10*2)*2)+((G10-S10*2)*2))+1/3*F10+1/3*G10)*((H10/Q10)+1)))))),3)","v":0},{"$f":"IF(L10=\"แบบ 1\",T10+P10,IF(OR(T10=0,W10=0),0,T10+W10+P10))","v":0},null,null,null,null,"RB9",{"$f":"SUMIF($M$10:$M$1000:$R$9:$R$1000:$U$9:$U$1000,\"RB 9 mm.\",$O$10:$O$1000:$T$9:$T$1000:$W$9:$W$1000)","v":0},"m.",7.0000000000000007E-2,{"$f":"IF($AF$8=\"ไม่เผื่อ%\",0,AD10+AD10*AF10)","v":0},"m.",{"$f":"IF(AF8=\"ไม่เผื่อ%\",AD10*0.5,AG10*0.5)","v":0},"kg.",{"$f":"IF($AF$8=\"ไม่เผื่อ%\",ROUNDUP((AD10/10),0),ROUNDUP((AG10/10),0))","v":0},"line",null,"รวมงานคอนกรีต",null,{"$f":"SUM(J9:J28)","v":0},"m3","ไม้แบบ",null,{"$f":"IF(AT9=1,AP10*80%,IF(AT9=2,AP10*70%,IF(AT9=3,AP10*60%,IF(AT9>=4,AP10*50%,0))))","v":0},"m.2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"RB12",{"$f":"SUMIF($M$10:$M$1000:$R$9:$R$1000:$U$9:$U$1000,\"RB 12 mm.\",$O$10:$O$1000:$T$9:$T$1000:$W$9:$W$1000)","v":0},"m.",0.09,0,"m.",{"$f":"IF(AF8=\"ไม่เผื่อ%\",AD11*0.89,AG11*0.89)","v":0},"kg.",0,"line",null,"ไม้เคร่าแบบ",null,{"$f":"AP9*30%","v":0},"m2","ไม้เคร่าแบบ",null,{"$f":"IF(AT9=1,AP11*80%,IF(AT9=2,AP11*70%,IF(AT9=3,AP11*60%,IF(AT9>=4,AP11*50%,0))))","v":0},"m.2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DB12",{"$f":"SUMIF($M$10:$M$1000:$R$9:$R$1000:$U$9:$U$1000,\"DB 12 mm.\",$O$10:$O$1000:$T$9:$T$1000:$W$9:$W$1000)","v":0},"m.",0.09,0,"m.",{"$f":"IF(AF8=\"ไม่เผื่อ%\",AD12*0.89,AG12*0.89)","v":0},"kg.",0,"line"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"RB15",{"$f":"SUMIF($M$10:$M$1000:$R$9:$R$1000:$U$9:$U$1000,\"RB 15 mm.\",$O$10:$O$1000:$T$9:$T$1000:$W$9:$W$1000)","v":0},"m.",0.11,0,"m.",{"$f":"IF(AF8=\"ไม่เผื่อ%\",AD13*1.39,AG13*1.39)","v":0},"kg.",0,"line"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DB16",{"$f":"SUMIF($M$10:$M$1000:$R$9:$R$1000:$U$9:$U$1000,\"DB 16 mm.\",$O$10:$O$1000:$T$9:$T$1000:$W$9:$W$1000)","v":0},"m.",0.12,0,"m.",{"$f":"IF(AF8=\"ไม่เผื่อ%\",AD14*1.58,AG14*1.58)","v":0},"kg.",0,"line"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"RB19",{"$f":"SUMIF($M$10:$M$1000:$R$9:$R$1000:$U$9:$U$1000,\"RB 19 mm.\",$O$10:$O$1000:$T$9:$T$1000:$W$9:$W$1000)","v":0},"m.",0.13,0,"m.",{"$f":"IF(AF8=\"ไม่เผื่อ%\",AD15*2.23,AG15*2.23)","v":0},"kg.",0,"line"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DB20",{"$f":"SUMIF($M$10:$M$1000:$R$9:$R$1000:$U$9:$U$1000,\"DB 20 mm.\",$O$10:$O$1000:$T$9:$T$1000:$W$9:$W$1000)","v":0},"m.",0.13,0,"m.",{"$f":"IF(AF8=\"ไม่เผื่อ%\",AD16*2.47,AG16*2.47)","v":0},"kg.",0,"line"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"RB25",{"$f":"SUMIF($M$10:$M$1000:$R$9:$R$1000:$U$9:$U$1000,\"RB 25 mm.\",$O$10:$O$1000:$T$9:$T$1000:$W$9:$W$1000)","v":0},"m.",0.15,0,"m.",{"$f":"IF(AF8=\"ไม่เผื่อ%\",AD17*3.58,AG17*3.58)","v":0},"kg.",0,"line"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DB25",{"$f":"SUMIF($M$10:$M$1000:$R$9:$R$1000:$U$9:$U$1000,\"DB 25 mm.\",$O$10:$O$1000:$T$9:$T$1000:$W$9:$W$1000)","v":0},"m.",0.15,0,"m.",{"$f":"IF(AF8=\"ไม่เผื่อ%\",AD18*3.58,AG18*3.58)","v":0},"kg.",0,"line"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DB28",{"$f":"SUMIF($M$10:$M$1000:$R$9:$R$1000:$U$9:$U$1000,\"DB 28 mm.\",$O$10:$O$1000:$T$9:$T$1000:$W$9:$W$1000)","v":0},"m.",0.15,0,"m.",{"$f":"IF(AF8=\"ไม่เผื่อ%\",AD19*4.83,AG19*4.83)","v":0},"kg.",0,"line"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DB32",{"$f":"SUMIF($M$10:$M$1000:$R$9:$R$1000:$U$9:$U$1000,\"DB 32 mm.\",$O$10:$O$1000:$T$9:$T$1000:$W$9:$W$1000)","v":0},"m.",0.17,0,"m.",{"$f":"IF(AF8=\"ไม่เผื่อ%\",AD20*6.31,AG20*6.31)","v":0},"kg.",0,"line"]
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[null,null,null,null,null,null,null,null,null,null,null,"END CALCULATE"]

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[]
[null,"ประมาณปริมาณคานคอนกรีตสริมเหล็ก",null,null,null,"BY","Preecha Soontonpukdi"]
[]
[]
[]
[null,"รายการ",null,"งานคอนกรีตคาน คสล.",null,null,null,null,"งานแบบ คสล.",null,"งานเหล็กเสริมคาน คสล."]
[null,"ลำดับที่","ชื่อ","ขนาดคาน",null,null,"จำนวณคาน (m.)","ปริมาตรคอนกรีตรวม     (ม.3)  ","เลือกประเภทของคาน","ปริมาณแบบรวม (ม.2)"," steel 1  เหล็กนอน ",null,null," steel 2 เหล็กนอน ",null,null," steel 3  เหล็กนอน ",null,null,"เหล็กปลอกคาน คสล.",null,null,null,null,null,null,"รวมปรืมาณงานเหล็กเสริม ค.ส.ล."]
[null,null,null,"b"," h","L",null,null,null,null," ขนาด ø ","จำนวนเหล็กเสริม   (ท่อน)"," รวมความยาวเหล็ก (ม.)"," ขนาด ø ","จำนวนเหล็กเสริม   (ท่อน)"," รวมความยาวเหล็ก (ม.)"," ขนาด ø ","จำนวนเหล็กเสริม   (ท่อน)"," รวมความยาวเหล็ก (ม.)","ระยะหุ้มคอนกรีต  ม. ","คามยาวเหล็กปลอก  ต่อ 1 ปลอก (ม.)","เหล็กปลอก ขนาด ø","ระยะห่าง  @ ม.","รวม ระยะความยาวเหล็กปลอก (m.)",null,null,"ความยาวเหล็กเสริม",null,null,null,null,null,"น้ำหนักเหล็กเสริม",null,"จำนวนเส้น"]
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["เริ่ม Click ที่ column B11 แล้วทำกดปุ่ม Run",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"RB9",{"$f":"SUMIF($K$10:$K$1000:$N$10:$N$1000:$Q$10:$Q$1000:$V$10:$V$1000,\"RB 9 mm.\",$M$10:$M$1000:$P$10:$P$1000:$S$10:$S$1000:$X$10:$X$1000)","v":0},"m.",7.0000000000000007E-2,{"$f":"IF($AD$9=\"ไม่เผื่อ%\",0,AB11+AB11*AD11)","v":0},"m.",{"$f":"IF(AD9=\"ไม่เผื่อ%\",AB11*0.5,AE11*0.5)","v":0},"kg.",{"$f":"IF($AD$9=\"ไม่เผื่อ%\",ROUNDUP((AB11/10),0),ROUNDUP((AE11/10),0))","v":0},"line",null,"ไม้แบบ",null,{"$f":"SUM(J10:J1000)","v":0},null,"m.2","ไม้แบบ",null,{"$f":"IF($AS$10=1,AN11*80%,IF($AS$10=2,AN11*70%,IF($AS$10=3,AN11*60%,IF($AS$10>=4,AN11*50%,0))))","v":0},"m.2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"RB12",{"$f":"SUMIF($K$10:$K$1000:$N$10:$N$1000:$Q$10:$Q$1000:$V$10:$V$1000,\"RB 12 mm.\",$M$10:$M$1000:$P$10:$P$1000:$S$10:$S$1000:$X$10:$X$1000)","v":0},"m.",0.09,0,"m.",{"$f":"IF(AD9=\"ไม่เผื่อ%\",AB12*0.89,AE12*0.89)","v":0},"kg.",0,"line",null,"ไม้เคร่าแบบ",null,{"$f":"AN11*30%","v":0},null,"m.2","ไม้เคร่าแบบ",null,{"$f":"IF($AS$10=1,AN12*80%,IF($AS$10=2,AN12*70%,IF($AS$10=3,AN12*60%,IF($AS$10>=4,AN12*50%,0))))","v":0},"m.2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DB12",{"$f":"SUMIF($K$10:$K$1000:$N$10:$N$1000:$Q$10:$Q$1000:$V$10:$V$1000,\"DB 12 mm.\",$M$10:$M$1000:$P$10:$P$1000:$S$10:$S$1000:$X$10:$X$1000)","v":0},"m.",0.09,0,"m.",{"$f":"IF(AD9=\"ไม่เผื่อ%\",AB13*0.89,AE13*0.89)","v":0},"kg.",0,"line",null,"ไม้ค้ำยัน",null,{"$f":"SUMIF(I10:I11,\"on Beam\",F10:F11)","v":0},null,"ต้น","ไม้ค้ำยัน",null,{"$f":"ROUND(IF($AS$10=1,AN13*80%,IF($AS$10=2,AN13*70%,IF($AS$10=3,AN13*60%,IF($AS$10>=4,AN13*50%,0)))),0)","v":0},"ต้น"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"RB15",{"$f":"SUMIF($K$10:$K$1000:$N$10:$N$1000:$Q$10:$Q$1000:$V$10:$V$1000,\"RB 15 mm.\",$M$10:$M$1000:$P$10:$P$1000:$S$10:$S$1000:$X$10:$X$1000)","v":0},"m.",0.11,0,"m.",{"$f":"IF(AD9=\"ไม่เผื่อ%\",AB14*1.39,AE14*1.39)","v":0},"kg.",0,"line"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DB16",{"$f":"SUMIF($K$10:$K$1000:$N$10:$N$1000:$Q$10:$Q$1000:$V$10:$V$1000,\"DB 16 mm.\",$M$10:$M$1000:$P$10:$P$1000:$S$10:$S$1000:$X$10:$X$1000)","v":0},"m.",0.12,0,"m.",{"$f":"IF(AD9=\"ไม่เผื่อ%\",AB15*1.58,AE15*1.58)","v":0},"kg.",0,"line"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"RB19",{"$f":"SUMIF($K$10:$K$1000:$N$10:$N$1000:$Q$10:$Q$1000:$V$10:$V$1000,\"RB 19 mm.\",$M$10:$M$1000:$P$10:$P$1000:$S$10:$S$1000:$X$10:$X$1000)","v":0},"m.",0.13,0,"m.",{"$f":"IF(AD9=\"ไม่เผื่อ%\",AB16*2.23,AE16*2.23)","v":0},"kg.",0,"line"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DB20",{"$f":"SUMIF($K$10:$K$1000:$N$10:$N$1000:$Q$10:$Q$1000:$V$10:$V$1000,\"DB 20 mm.\",$M$10:$M$1000:$P$10:$P$1000:$S$10:$S$1000:$X$10:$X$1000)","v":0},"m.",0.13,0,"m.",{"$f":"IF(AD9=\"ไม่เผื่อ%\",AB17*2.47,AE17*2.47)","v":0},"kg.",0,"line"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"RB25",{"$f":"SUMIF($K$10:$K$1000:$N$10:$N$1000:$Q$10:$Q$1000:$V$10:$V$1000,\"RB 25 mm.\",$M$10:$M$1000:$P$10:$P$1000:$S$10:$S$1000:$X$10:$X$1000)","v":0},"m.",0.15,0,"m.",{"$f":"IF(AD9=\"ไม่เผื่อ%\",AB18*3.58,AE18*3.58)","v":0},"kg.",0,"line"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DB25",{"$f":"SUMIF($K$10:$K$1000:$N$10:$N$1000:$Q$10:$Q$1000:$V$10:$V$1000,\"DB 25 mm.\",$M$10:$M$1000:$P$10:$P$1000:$S$10:$S$1000:$X$10:$X$1000)","v":0},"m.",0.15,0,"m.",{"$f":"IF(AD9=\"ไม่เผื่อ%\",AB19*3.58,AE19*3.58)","v":0},"kg.",0,"line"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DB28",{"$f":"SUMIF($K$10:$K$1000:$N$10:$N$1000:$Q$10:$Q$1000:$V$10:$V$1000,\"DB 28 mm.\",$M$10:$M$1000:$P$10:$P$1000:$S$10:$S$1000:$X$10:$X$1000)","v":0},"m.",0.15,0,"m.",{"$f":"IF(AD9=\"ไม่เผื่อ%\",AB20*4.83,AE20*4.83)","v":0},"kg.",0,"line"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DB32",{"$f":"SUMIF($K$10:$K$1000:$N$10:$N$1000:$Q$10:$Q$1000:$V$10:$V$1000,\"DB 32 mm.\",$M$10:$M$1000:$P$10:$P$1000:$S$10:$S$1000:$X$10:$X$1000)","v":0},"m.",0.17,0,"m.",{"$f":"IF(AD9=\"ไม่เผื่อ%\",AB21*6.31,AE21*6.31)","v":0},"kg.",0,"line"]

{"sheet":"รายการคำนวณพื้น ค.ส.ล.","index":5,"n_rows":18,"n_cols":61,"rows_kept":18,"cut":false,"hidden":false,"merged":[[9,57,9,58],[6,53,6,54],[7,53,7,54],[9,53,9,54],[5,53,5,56],[8,53,8,54],[5,57,5,60],[6,57,6,58],[7,57,7,58],[8,57,8,58],[3,42,3,51],[5,43,5,44],[5,46,5,47],[5,48,5,49],[5,50,5,51],[4,42,4,47],[4,48,4,49],[4,50,4,51],[3,1,3,11],[4,3,4,5],[4,16,4,17],[4,13,4,14],[4,1,5,1],[4,28,4,31],[4,24,4,26],[4,33,4,35],[4,19,4,22],[3,12,3,36]]}
[null,null,null,"การประมาณงานพื้น",null,null,"BY",null,"Preecha Soontonpukdi"]
[null,null,"หมายเหตุ : ข้อมูลที่ป้อนหน่วยเป็น m.ทั้งหมด"]
[]
[null,"รายการ",null,null,null,null,null,null,null,null,null,null,"งานเหล็กเสริม",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"รวมปรืมาณงานเหล็กเสริม ค.ส.ล."]
[null,"ลำดับที่  No.","ชื่อ","ขนาดพื้น",null,null,"เลือกลักษณะพื้น",null,"รวมพื้นที่พื้น","จำนวนพื้น","ปริมาณคอนรีต","ปริมาณไม้แบบ ","เลือกรูปแบบพื้น","เหล็กเสริมด้าน S ล่าง",null,"รวม","เหล็กเสริมด้าน L ล่าง",null,"รวม","เหล็กเสริมพิเศษด้าน S บน",null,null,null,"รวม","เหล็กเสริมด้าน S บน ",null,null,"รวม","เหล็กเสริมพิเศษด้าน L บน",null,null,null,"รวม","เหล็กเสริมด้าน L บน ",null,null,"รวม",null,null,null,null,null,"ความยาวของเหล็กเสริม",null,null,null,null,null,"น้ำหนักเหล็กเสริม",null,"จำนวนเส้น"]
[null,null,"Name","S (m.)","L (m.)","t (m.)","choose",null,"m2","N.","m3","m2","choose","ø","@","m.","ø","@","m.","อัตราส่วน","(ด้าน) S","ø","@","m.","อัตราส่วน","ø","@","m.","อัตราส่วน","(ด้าน) L","ø","@","m.","อัตราส่วน","ø","@","m.",null,null,null,null,null,"ø","รวม",null,"เผื่อ%","รวม",null,"รวม",null,"รวม",null,null,"รวมปริมาณคอนกรีตและไม้แบบ",null,null,null,"     การลดปริมาณไม้แบบหล่อคอนกรีต "]
["Main Data",null,null,null,null,null,null,null,{"$f":"E7*D7","v":0},null,{"$f":"D7*E7*F7*J7","v":0},{"$f":"IF(G7=\"Slab on Beam \",D7*E7+D7*F7*2+E7*F7*2,D7*F7*2+E7*F7*2)*J7","v":0},null,null,null,{"$f":"IF(O7=0,0,(ROUND(D7/O7,0)+1)*E7*J7)","v":0},null,null,{"$f":"IF(R7=0,0,(ROUND(E7/R7,0)+1)*D7*J7)","v":0},null,null,null,null,{"$f":"ROUNDUP(((IF(OR(M7=\"One Way Slab\",W7=0),0,IF(T7=\"S/2\",(D7/2/W7)*(E7/4)*U7,IF(T7=\"3S/5\",((3*D7)/5/W7)*(E7/4)*U7)))))*J7,2)","v":0},{"$f":"IF(T7=\"S/2\",\"S/4\",IF(T7=\"3S/5\",\"S/5\",IF(T7=\"No\",\"No\")))","v":false},null,null,{"$f":"(IF(OR(OR(T7=\"No\",M7=\"One Way Slab\"),AA7=0),0,IF(Y7=\"S/4\",ROUND(D7/4/AA7+1,0)*U7*E7,IF(Y7=\"S/5\",ROUND(D7/5/AA7+1,0)*U7*E7))))*J7","v":0},null,null,null,null,{"$f":"ROUNDUP((IF(OR(M7=\"one Way Slab\",AF7=0),0,IF(AC7=\"L/2\",(E7/2/AF7)*(D7/4)*AD7,IF(AC7=\"3L/5\",((3*E7)/5/AF7)*(D7/4)*AD7))))*J7,2)","v":0},{"$f":"IF(AC7=\"L/2\",\"L/4\",IF(AC7=\"3L/5\",\"L/5\",IF(AC7=\"No\",\"No\")))","v":false},null,null,{"$f":"(IF(OR(OR(AC7=\"No\",M7=\"One Way Slab\"),AJ7=0),0,IF(AH7=\"L/4\",ROUND(E7/4/AJ7+1,0)*AD7*D7,IF(AH7=\"L/5\",ROUND(E7/5/AJ7+1,0)*AD7*D7))))*J7","v":0},null,null,null,null,null,"RB6",{"$f":"SUMIF($N$7:$N$1000:$Q$7:$Q$1000:$V$7:$V$1000:$Z$7:$Z$1000:$AE$7:$AE$1000:$AI$7:$AI$1000,\"RB 6 mm.\",$P$7:$P$1000:$S$7:$S$1000:$X$7:$X$1000:$AB$7:$AB$1000:$AG$7:$AG$1000:$AK$7:$AK$1000)","v":0},"m.",0.05,{"$f":"IF($AT$6=\"ไม่เผื่อ%\",0,AR7+AR7*AT7)","v":0},"m.",{"$f":"IF(AT6=\"ไม่เผื่อ%\",AR7*0.22,AU7*0.22)","v":0},"kg.",{"$f":"IF($AT$6=\"ไม่เผื่อ%\",ROUNDUP((AR7/10),0),ROUNDUP((AU7/10),0))","v":0},"line",null,"ปริมาณคอนกรีต",null,{"$f":"SUM(K7:K1000)","v":0},"m.3","จำนวนชั้น",null,2,"floor"]
["เริ่ม Click ที่ column C8 แล้วทำกดปุ่ม Run",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"RB9",{"$f":"SUMIF($N$7:$N$1000:$Q$7:$Q$1000:$V$7:$V$1000:$Z$7:$Z$1000:$AE$7:$AE$1000:$AI$7:$AI$1000,\"RB 9 mm.\",$P$7:$P$1000:$S$7:$S$1000:$X$7:$X$1000:$AB$7:$AB$1000:$AG$7:$AG$1000:$AK$7:$AK$1000)","v":0},"m.",7.0000000000000007E-2,{"$f":"IF($AT$6=\"ไม่เผื่อ%\",0,AR8+AR8*AT8)","v":0},"m.",{"$f":"IF(AT6=\"ไม่เผื่อ%\",AR8*0.5,AU8*0.5)","v":0},"kg.",{"$f":"IF($AT$6=\"ไม่เผื่อ%\",ROUNDUP((AR8/10),0),ROUNDUP((AU8/10),0))","v":0},"line",null,"ปริมาณไม้แบบ",null,{"$f":"SUM(L7:L1000)","v":0},"m.2","ไม้แบบ",null,{"$f":"IF(BH7=1,BD8*80%,IF(BH7=2,BD8*70%,IF(BH7=3,BD8*60%,IF(BH7>=4,BD8*50%,0))))","v":0},"m.2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"RB12",{"$f":"SUMIF($N$7:$N$1000:$Q$7:$Q$1000:$V$7:$V$1000:$Z$7:$Z$1000:$AE$7:$AE$1000:$AI$7:$AI$1000,\"RB 12 mm.\",$P$7:$P$1000:$S$7:$S$1000:$X$7:$X$1000:$AB$7:$AB$1000:$AG$7:$AG$1000:$AK$7:$AK$1000)","v":0},"m.",0.09,0,"m.",{"$f":"IF(AT6=\"ไม่เผื่อ%\",AR9*0.89,AU9*0.89)","v":0},"kg.",0,"line",null,"ไม้เคร่าแบบ",null,{"$f":"BD8*70%","v":0},"m.2","ไม้เคร่าแบบ",null,{"$f":"IF(BH7=1,BD9*80%,IF(BH7=2,BD9*70%,IF(BH7=3,BD9*60%,IF(BH7>=4,BD9*50%,0))))","v":0},"m.2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DB12",{"$f":"SUMIF($N$7:$N$1000:$Q$7:$Q$1000:$V$7:$V$1000:$Z$7:$Z$1000:$AE$7:$AE$1000:$AI$7:$AI$1000,\"DB 12 mm.\",$P$7:$P$1000:$S$7:$S$1000:$X$7:$X$1000:$AB$7:$AB$1000:$AG$7:$AG$1000:$AK$7:$AK$1000)","v":0},"m.",0.09,0,"m.",{"$f":"IF(AT6=\"ไม่เผื่อ%\",AR10*0.89,AU10*0.89)","v":0},"kg.",0,"line",null,"ปริมาณไม้ค้ำยัน",null,{"$f":"ROUND(SUMIF(G7:G1000,\"Slab on Beam \",I7:I1000),0)","v":0},"ต้น","ไม้ค้ำยัน",null,{"$f":"ROUND(IF(BH7=1,BD10*80%,IF(BH7=2,BD10*70%,IF(BH7=3,BD10*60%,IF(BH7>=4,BD10*50%,0)))),0)","v":0},"ต้น"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"RB15",{"$f":"SUMIF($N$7:$N$1000:$Q$7:$Q$1000:$V$7:$V$1000:$Z$7:$Z$1000:$AE$7:$AE$1000:$AI$7:$AI$1000,\"RB 15 mm.\",$P$7:$P$1000:$S$7:$S$1000:$X$7:$X$1000:$AB$7:$AB$1000:$AG$7:$AG$1000:$AK$7:$AK$1000)","v":0},"m.",0.11,0,"m.",{"$f":"IF(AT6=\"ไม่เผื่อ%\",AR11*1.39,AU11*1.39)","v":0},"kg.",0,"line"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DB16",{"$f":"SUMIF($N$7:$N$1000:$Q$7:$Q$1000:$V$7:$V$1000:$Z$7:$Z$1000:$AE$7:$AE$1000:$AI$7:$AI$1000,\"DB 16 mm.\",$P$7:$P$1000:$S$7:$S$1000:$X$7:$X$1000:$AB$7:$AB$1000:$AG$7:$AG$1000:$AK$7:$AK$1000)","v":0},"m.",0.12,0,"m.",{"$f":"IF(AT6=\"ไม่เผื่อ%\",AR12*1.58,AU12*1.58)","v":0},"kg.",0,"line"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"RB19",{"$f":"SUMIF($N$7:$N$1000:$Q$7:$Q$1000:$V$7:$V$1000:$Z$7:$Z$1000:$AE$7:$AE$1000:$AI$7:$AI$1000,\"RB 19 mm.\",$P$7:$P$1000:$S$7:$S$1000:$X$7:$X$1000:$AB$7:$AB$1000:$AG$7:$AG$1000:$AK$7:$AK$1000)","v":0},"m.",0.13,0,"m.",{"$f":"IF(AT6=\"ไม่เผื่อ%\",AR13*2.23,AU13*2.23)","v":0},"kg.",0,"line"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DB20",{"$f":"SUMIF($N$7:$N$1000:$Q$7:$Q$1000:$V$7:$V$1000:$Z$7:$Z$1000:$AE$7:$AE$1000:$AI$7:$AI$1000,\"DB 20 mm.\",$P$7:$P$1000:$S$7:$S$1000:$X$7:$X$1000:$AB$7:$AB$1000:$AG$7:$AG$1000:$AK$7:$AK$1000)","v":0},"m.",0.13,0,"m.",{"$f":"IF(AT6=\"ไม่เผื่อ%\",AR14*2.47,AU14*2.47)","v":0},"kg.",0,"line"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"RB25",{"$f":"SUMIF($N$7:$N$1000:$Q$7:$Q$1000:$V$7:$V$1000:$Z$7:$Z$1000:$AE$7:$AE$1000:$AI$7:$AI$1000,\"RB 25 mm.\",$P$7:$P$1000:$S$7:$S$1000:$X$7:$X$1000:$AB$7:$AB$1000:$AG$7:$AG$1000:$AK$7:$AK$1000)","v":0},"m.",0.15,0,"m.",{"$f":"IF(AT6=\"ไม่เผื่อ%\",AR15*3.58,AU15*3.58)","v":0},"kg.",0,"line"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DB25",{"$f":"SUMIF($N$7:$N$1000:$Q$7:$Q$1000:$V$7:$V$1000:$Z$7:$Z$1000:$AE$7:$AE$1000:$AI$7:$AI$1000,\"DB 25 mm.\",$P$7:$P$1000:$S$7:$S$1000:$X$7:$X$1000:$AB$7:$AB$1000:$AG$7:$AG$1000:$AK$7:$AK$1000)","v":0},"m.",0.15,0,"m.",{"$f":"IF(AT6=\"ไม่เผื่อ%\",AR16*3.58,AU16*3.58)","v":0},"kg.",0,"line"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DB28",{"$f":"SUMIF($N$7:$N$1000:$Q$7:$Q$1000:$V$7:$V$1000:$Z$7:$Z$1000:$AE$7:$AE$1000:$AI$7:$AI$1000,\"DB 28 mm.\",$P$7:$P$1000:$S$7:$S$1000:$X$7:$X$1000:$AB$7:$AB$1000:$AG$7:$AG$1000:$AK$7:$AK$1000)","v":0},"m.",0.15,0,"m.",{"$f":"IF(AT6=\"ไม่เผื่อ%\",AR17*4.83,AU17*4.83)","v":0},"kg.",0,"line"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DB32",{"$f":"SUMIF($N$7:$N$1000:$Q$7:$Q$1000:$V$7:$V$1000:$Z$7:$Z$1000:$AE$7:$AE$1000:$AI$7:$AI$1000,\"DB 32 mm.\",$P$7:$P$1000:$S$7:$S$1000:$X$7:$X$1000:$AB$7:$AB$1000:$AG$7:$AG$1000:$AK$7:$AK$1000)","v":0},"m.",0.17,0,"m.",{"$f":"IF(AT6=\"ไม่เผื่อ%\",AR18*6.31,AU18*6.31)","v":0},"kg.",0,"line"]

{"sheet":"รายการคำนวณพื้นสำเร็จรูป","index":6,"n_rows":29,"n_cols":24,"rows_kept":29,"cut":false,"hidden":false,"merged":[[8,10,8,12],[8,3,8,6],[9,5,10,5],[10,19,10,20],[8,8,8,9],[9,6,10,6],[9,9,10,9],[9,12,10,12],[9,10,10,10],[9,7,10,7],[9,8,10,8],[8,1,8,2],[9,1,10,1],[9,2,10,2],[9,3,10,3],[9,4,10,4],[10,21,10,23],[23,15,23,18],[24,15,24,18],[13,15,13,18],[14,15,14,18],[15,15,15,18],[16,15,16,18],[17,15,17,18],[18,15,18,18],[12,15,12,18],[21,15,21,18],[22,15,22,18],[11,15,11,18],[10,15,10,18],[19,15,19,18],[20,15,20,18]]}
[]
[null,"การประมาณงานพื้นชนิดแผ่นพื้นสำเร็จรูป",null,null,null,null,"by","Preecha Soontonpukdi"]
[]
[]
[]
[]
[]
[]
[null,"รายการ",null,"ขนาดพื้น",null,null,null,"ชนิดพื้นสำเร็จรูป","คอนกรีตทับหน้า",null,"ตระแกรงเหล็กสำเร็จรูป"]
[null,"ลำดับที่ No.","ชื่อ Name","     S      (m.)","        L        (m.)","จำนวน","   รวม    (m.2)","เลือก","    t     (m.)","  รวม   (m.3)","ขนาด",null,"   รวม    (m.2)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ชนิดแผ่นพื้นสำเร็จรป",null,null,null,"คอนกรีตทับหน้า",null,"ขนาดเหล็กตระแกรงสำเร็จรูป (SR24)"]
["main data",null,null,null,null,null,{"$f":"D12*E12*F12","v":0},null,null,{"$f":"G12*I12","v":0},null,null,{"$f":"G12","v":0},null,null," ชนิดตัน ( ท้องเรียบ กว้าง 35 ซ.ม. หนา 5 - 6 ซ.ม. )  "]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," พื้นสำเร็จรูปท้องเรียบ LL 200 กก./ตร.ม.  ",null,null,null,{"$f":"SUMIF($H$12:$H$1000,\"ท้องเรียบLL200\",$J$12:$J$1000)","v":0},"m.3","  Ø 6 มม. @ 0.35 ม.  ",{"$f":"SUMIF($K$12:$K$1000,\"Ø 6 mm. @ 0.35 m.\",$M$12:$M$1000)","v":0},"m.2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," พื้นสำเร็จรูปท้องเรียบ LL 300 กก./ตร.ม.  ",null,null,null,{"$f":"SUMIF($H$12:$H$1000,\"ท้องเรียบLL300\",$J$12:$J$1000)","v":0},"m.3","  Ø 6 มม. @ 0.25 ม.  ",{"$f":"SUMIF($K$12:$K$1000,\"Ø 6 mm. @ 0.25 m.\",$M$12:$M$1000)","v":0},"m.2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," พื้นสำเร็จรูปท้องเรียบ LL 400 กก./ตร.ม.  ",null,null,null,{"$f":"SUMIF($H$12:$H$1000,\"ท้องเรียบLL400\",$J$12:$J$1000)","v":0},"m.3","  Ø 6 มม. @ 0.20 ม.  ",{"$f":"SUMIF($K$12:$K$1000,\"Ø 6 mm. @ 0.20 m.\",$M$12:$M$1000)","v":0},"m.2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," พื้นสำเร็จรูปท้องเรียบ LL 500 กก./ตร.ม.  ",null,null,null,{"$f":"SUMIF($H$12:$H$1000,\"ท้องเรียบLL500\",$J$12:$J$1000)","v":0},"m.3","  Ø 5 มม. @ 0.15 ม.  ",{"$f":"SUMIF($K$12:$K$1000,\"Ø 5 mm. @ 0.15 m.\",$M$12:$M$1000)","v":0},"m.2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," ชนิดกลวง ( HOLLOWCORE  Slab)  ",null,null,null,null,null,"  Ø 6 มม. @ 0.15 ม.  ",{"$f":"SUMIF($K$12:$K$1000,\"Ø 6 mm. @ 0.15 m.\",$M$12:$M$1000)","v":0},"m.2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," พื้นสำเร็จรูปชนิดกลวง หนา 6 ซ.ม. LL 300 กก./ตร.ม.  ",null,null,null,{"$f":"SUMIF($H$12:$H$1000,\"กลวง6ซม.LL300\",$J$12:$J$1000)","v":0},"m.3","  Ø 6 มม. @ 0.10 ม.  ",{"$f":"SUMIF($K$12:$K$1000,\"Ø 6 mm. @ 0.10 m.\",$M$12:$M$1000)","v":0},"m.2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," พื้นสำเร็จรูปชนิดกลวง หนา 8 ซ.ม. LL 300 กก./ตร.ม.  ",null,null,null,{"$f":"SUMIF($H$12:$H$1000,\"กลวง8ซม.LL300\",$J$12:$J$1000)","v":0},"m.3","  Ø 9 มม. @ 0.30 ม.  ",{"$f":"SUMIF($K$12:$K$1000,\"Ø 9 mm. @ 0.30 m.\",$M$12:$M$1000)","v":0},"m.2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," พื้นสำเร็จรูปชนิดกลวง หนา 8 ซ.ม. LL 400 กก./ตร.ม.  ",null,null,null,{"$f":"SUMIF($H$12:$H$1000,\"กลวง8ซม.LL400\",$J$12:$J$1000)","v":0},"m.3","  Ø 9 มม. @ 0.25 ม.  ",{"$f":"SUMIF($K$12:$K$1000,\"Ø 9 mm. @ 0.25 m.\",$M$12:$M$1000)","v":0},"m.2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," พื้นสำเร็จรูปชนิดกลวง หนา 10 ซ.ม. LL 400 กก./ตร.ม.  ",null,null,null,{"$f":"SUMIF($H$12:$H$1000,\"กลวง10ซม.LL400\",$J$12:$J$1000)","v":0},"m.3","  Ø 9 มม. @ 0.20 ม.  ",{"$f":"SUMIF($K$12:$K$1000,\"Ø 9 mm. @ 0.20 m.\",$M$12:$M$1000)","v":0},"m.2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," พื้นสำเร็จรูปชนิดกลวง หนา 12 ซ.ม. LL 500 กก./ตร.ม.  ",null,null,null,{"$f":"SUMIF($H$12:$H$1000,\"กลวง12ซม.LL500\",$J$12:$J$1000)","v":0},"m.3","  Ø 9 มม. @ 0.15 ม.  ",{"$f":"SUMIF($K$12:$K$1000,\"Ø 9 mm. @ 0.15 m.\",$M$12:$M$1000)","v":0},"m.2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," พื้นสำเร็จรูปชนิดกลวง หนา 15 ซ.ม. LL 500 กก./ตร.ม.  ",null,null,null,{"$f":"SUMIF($H$12:$H$1000,\"กลวง15ซม.LL500\",$J$12:$J$1000)","v":0},"m.3",null,null," "]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," พื้นสำเร็จรูปชนิดกลวง หนา 20 ซ.ม. LL 500 กก./ตร.ม.  ",null,null,null,{"$f":"SUMIF($H$12:$H$1000,\"กลวง20ซม.LL500\",$J$12:$J$1000)","v":0},"m.3",null,null," "]
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[null,null,"ประมาณงานผนัง",null,"by ","Preecha Soontonpukdi"]
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[null,null,"หมายเหตุ ข้อมูลที่ป้อนหน่วยเป็น m.ทั้งหมด"]
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[null,"รายการประมาณงานบันได"]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DB20",{"$f":"SUMIF($O$19:$O$94:$R$19:$R$94:$U$19:$U$94:$X$19:$X$94,\"DB 20 mm.\",$Q$19:$Q$94:$T$19:$T$94:$W$19:$W$94:$Z$19:$Z$94)","v":0},"m.",0.13,0,"m.",{"$f":"IF(AG5=\"ไม่เผื่อ%\",AE13*2.47,AH13*2.47)","v":0},"kg.",0,"line"]
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["รายการประมาณราคาก่อสร้าง",null,null,null,null,null,null,null,null,"แบบ ปร.4",null,"แผนที่",1,null,"รายการประมาณราคาก่อสร้าง",null,null,null,null,null,null,null,null,"แบบ ปร.4",null,"แผนที่",7]
["สถานที่ก่อสร้าง",null,null,null,"แบบเลขที่",null,null,null,null,"รายการเลขที่",null,null,null,null,"สถานที่ก่อสร้าง",null,null,null,"แบบเลขที่",null,null,null,null,"รายการเลขที่"]
["ประมาณการโดย",null,null,null,"เมื่อวันที่",null,"เดือน",null,null,"พ.ศ.",null,null,null,null,"ประมาณการโดย",null,null,null,"เมื่อวันที่",null,"เดือน",null,null,"พ.ศ."]
[]
["ลำดับที่","รายการ",null,null,"จำนวน","หน่วย","ราคาวัสดุสิ่งของ",null,"ค่าแรงงาน",null,"รวมค่าวัสดุและแรงงาน",null,"หมายเหตุ",null,"ลำดับที่","รายการ",null,null,"จำนวน","หน่วย","ราคาวัสดุสิ่งของ",null,"ค่าแรงงาน",null,"รวมค่าวัสดุและแรงงาน",null,"หมายเหตุ"]
[null,null,null,null,null,null,"ราคาต่อหน่วย","จำนวนเงิน","ราคาต่อหน่วย","จำนวนเงิน",null,null,null,null,null,null,null,null,null,null,"ราคาต่อหน่วย","จำนวนเงิน","ราคาต่อหน่วย","จำนวนเงิน"]
[1,"กลุ่มที่ 1",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"S7*U7","v":0},null,{"$f":"S7*W7","v":0},{"$f":"V7+X7","v":0}]
[1.1000000000000001,"งานโครงสร้างคิดเฉพาะราคาทุน",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"S8*U8","v":0},null,{"$f":"S8*W8","v":0},0]
[null,"1.1.1 งานขุดดินฐานรากและถมดิน",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"งานดินขุด เผื่อ( 30%)",null,null,{"$f":"งานฐานราก!BV13*30%+งานฐานราก!BV13","v":0},"ม.3",null,{"$f":"G10*E10","v":0},null,{"$f":"I10*E10","v":0},{"$f":"J10+H10","v":0},null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"งานดินถม เผื่อ( 30%)",null,null,{"$f":"งานฐานราก!BV14*30%+งานฐานราก!BV14","v":0},"ม.3",null,{"$f":"G11*E11","v":0},null,{"$f":"I11*E11","v":0},{"$f":"J11+H11","v":0},null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"1.1.2 งานวัสดุรองก้นฐานราก",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"คอนกรีตหยาบ เผื่อ(25%)",null,null,{"$f":"งานฐานราก!BV16","v":0},"ม.3",null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"ทรายหยาบ เผื่อ( 25%)",null,null,{"$f":"งานฐานราก!BV17","v":0},"ม.3",null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"1.1.3 งานตอกเสาเข็ม",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"งานตอกเสาเข็มไม้",null,null,null,"ต้น",null,0,null,0,{"$f":"J16+H16","v":0},null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"งานตอกเสาเข็ม ค.ส.ล.",null,null,null,"ต้น",null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"งานตอกเสาเข็มคอนกรีตอัดแรง",null,null,null,"ต้น",null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"งานเข็มเจาะ",null,null,null,"ต้น",null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null," งานสกัดหัวเสาเข็ม",null,null,null,"ต้น",null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"1.1.4.งานทดสอบรับน้ำหนักของเสาเข็ม",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"ทดสอบด้วยวิธี","SEISMTC INTERITY TEST",null,null,"จุด",null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"1.1.5 ค่าทดสอบงานดิน",null,null,null,"ต้น",null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"ทดสอบด้วยวิธี","BORING TEST",null,null,"จุด",null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
["รายการประมาณราคาก่อสร้าง",null,null,null,null,null,null,null,null,"แบบ ปร.4",null,"แผนที่",2,null,"รายการประมาณราคาก่อสร้าง",null,null,null,null,null,null,null,null,"แบบ ปร.4",null,"แผนที่",8]
["สถานที่ก่อสร้าง",null,null,null,"แบบเลขที่",null,null,null,null,"รายการเลขที่",null,null,null,null,"สถานที่ก่อสร้าง",null,null,null,"แบบเลขที่",null,null,null,null,"รายการเลขที่"]
["ประมาณการโดย",null,null,null,"เมื่อวันที่",null,"เดือน",null,null,"พ.ศ.",null,null,null,null,"ประมาณการโดย",null,null,null,"เมื่อวันที่",null,"เดือน",null,null,"พ.ศ."]
[]
["ลำดับที่","รายการ",null,null,"จำนวน","หน่วย","ราคาวัสดุสิ่งของ",null,"ค่าแรงงาน",null,"รวมค่าวัสดุและแรงงาน",null,"หมายเหตุ",null,"ลำดับที่","รายการ",null,null,"จำนวน","หน่วย","ราคาวัสดุสิ่งของ",null,"ค่าแรงงาน",null,"รวมค่าวัสดุและแรงงาน",null,"หมายเหตุ"]
[null,null,null,null,null,null,"ราคาต่อหน่วย","จำนวนเงิน","ราคาต่อหน่วย","จำนวนเงิน",null,null,null,null,null,null,null,null,null,null,"ราคาต่อหน่วย","จำนวนเงิน","ราคาต่อหน่วย","จำนวนเงิน"]
[null,"1.1.6 งานแบบหล่อคอนกรีต",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"S33*U33","v":0},null,{"$f":"S33*W33","v":0},{"$f":"V33+X33","v":0}]
[null,"ไม้แบบหล่อคอนกรีต",null,null,{"$f":"ROUND(งานฐานราก!CF14+งานฐานราก!CF15+รายการคำนวณเสา!AT10+รายการคำนวณเสา!AT11+รายการคำนวณคานคอนกรีต!AS11+รายการคำนวณคานคอนกรีต!AS12+'รายการคำนวณพื้น ค.ส.ล.'!BH8+'รายการคำนวณพื้น ค.ส.ล.'!BH9+งานผนัง!AQ13+งานผนัง!AQ14+รายการคำนวณบันใด!AU5+รายการคำนวณบันใด!AU6,3)","v":0},"ม.2",null,{"$f":"E34*G34","v":0},null,{"$f":"E34*I34","v":0},{"$f":"H34+J34","v":0},null,null,null,null,null,null,null,null,null,null,{"$f":"S34*U34","v":0},null,{"$f":"S34*W34","v":0},0]
[null,"ไม้ค้ำยัน",null,null,{"$f":"รายการคำนวณคานคอนกรีต!AS13+'รายการคำนวณพื้น ค.ส.ล.'!BH10+รายการคำนวณบันใด!AU7","v":0},"ท่อน",null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"ตะปูขนาดต่าง",null,null,{"$f":"ROUND(E34*0.2,2)","v":0},"กก.",null,0,null,0,{"$f":"H36+J36","v":0},null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"1.1.7 งานหล่อคอนกรีต",null,null,null,null,null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"งานคอนกรีตโครงสร้าง",null,null,{"$f":"งานฐานราก!BV15+รายการคำนวณเสา!AP10+รายการคำนวณคานคอนกรีต!AN10+งานผนัง!AM15+รายการคำนวณบันใด!AQ4","v":0},"ม.3",null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"1.1.8 งานเหล็กเสริม",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"1.1.8.1  øRB 6mm.",null,null,{"$f":"ROUND(งานฐานราก!BO13+รายการคำนวณเสา!AI9+รายการคำนวณคานคอนกรีต!AG10+'รายการคำนวณพื้น ค.ส.ล.'!AW7+งานผนัง!AO8+รายการคำนวณบันใด!AJ6,2)","v":0},"ก.ก.",null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"1.1.8.2  øRB 9mm.",null,null,{"$f":"ROUND(งานฐานราก!BO14+รายการคำนวณเสา!AI10+รายการคำนวณคานคอนกรีต!AG11+'รายการคำนวณพื้น ค.ส.ล.'!AW8+งานผนัง!AO9+รายการคำนวณบันใด!AJ7,2)","v":0},"ก.ก.",null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"1.1.8.3  øRB 12mm.",null,null,{"$f":"ROUND(งานฐานราก!BO15+รายการคำนวณเสา!AI11+รายการคำนวณคานคอนกรีต!AG12+'รายการคำนวณพื้น ค.ส.ล.'!AW9+รายการคำนวณบันใด!AJ8,2)","v":0},"ก.ก.",null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"1.1.8.4  øDB 12mm.",null,null,{"$f":"ROUND(งานฐานราก!BO16+รายการคำนวณเสา!AI12+รายการคำนวณคานคอนกรีต!AG13+'รายการคำนวณพื้น ค.ส.ล.'!AW10+รายการคำนวณบันใด!AJ9,2)","v":0},"ก.ก.",null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"1.1.8.5  øRB 15mm.",null,null,{"$f":"ROUND(งานฐานราก!BO17+รายการคำนวณเสา!AI13+รายการคำนวณคานคอนกรีต!AG14+'รายการคำนวณพื้น ค.ส.ล.'!AW11+รายการคำนวณบันใด!AJ10,2)","v":0},"ก.ก.",null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"1.1.8.6  øDB 16mm.",null,null,{"$f":"ROUND(งานฐานราก!BO18+รายการคำนวณเสา!AI14+รายการคำนวณคานคอนกรีต!AG15+'รายการคำนวณพื้น ค.ส.ล.'!AW12+รายการคำนวณบันใด!AJ11,2)","v":0},"ก.ก.",null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"1.1.8.7  øRB 19mm.",null,null,{"$f":"ROUND(งานฐานราก!BO19+รายการคำนวณเสา!AI15+รายการคำนวณคานคอนกรีต!AG16+'รายการคำนวณพื้น ค.ส.ล.'!AW13+รายการคำนวณบันใด!AJ12,2)","v":0},"ก.ก.",null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"1.1.8.8  øDB 20mm.",null,null,{"$f":"ROUND(งานฐานราก!BO20+รายการคำนวณเสา!AI16+รายการคำนวณคานคอนกรีต!AG17+'รายการคำนวณพื้น ค.ส.ล.'!AW14+รายการคำนวณบันใด!AJ13,2)","v":0},"ก.ก.",null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"1.1.8.9  øRB 25mm.",null,null,{"$f":"ROUND(งานฐานราก!BO21+รายการคำนวณเสา!AI17+รายการคำนวณคานคอนกรีต!AG18+'รายการคำนวณพื้น ค.ส.ล.'!AW15+รายการคำนวณบันใด!AJ14,2)","v":0},"ก.ก.",null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"1.1.8.10 øDB 25mm.",null,null,{"$f":"ROUND(งานฐานราก!BO22+รายการคำนวณเสา!AI18+รายการคำนวณคานคอนกรีต!AG19+'รายการคำนวณพื้น ค.ส.ล.'!AW16+รายการคำนวณบันใด!AJ15,2)","v":0},"ก.ก.",null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"1.1.8.11 øDB 28mm.",null,null,{"$f":"ROUND(งานฐานราก!BO23+รายการคำนวณเสา!AI19+รายการคำนวณคานคอนกรีต!AG20+'รายการคำนวณพื้น ค.ส.ล.'!AW17+รายการคำนวณบันใด!AJ16,2)","v":0},"ก.ก.",null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"1.1.8.12 øDB 32mm.",null,null,{"$f":"ROUND(งานฐานราก!BO24+รายการคำนวณเสา!AI20+รายการคำนวณคานคอนกรีต!AG21+'รายการคำนวณพื้น ค.ส.ล.'!AW18+รายการคำนวณบันใด!AJ17,2)","v":0},"ก.ก.",null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,"ลวดผูกเหล็ก",null,null,{"$f":"ROUND((SUM(E40:E51)/1000)*30,2)","v":0},"ก.ก.",null,0,null,0,{"$f":"H52+J52","v":0},null,null,null,null,null,null,null,null,null,null,0,null,0,0]
["รายการประมาณราคาก่อสร้าง",null,null,null,null,null,null,null,null,"แบบ ปร.4",null,"แผนที่",3,null,"รายการประมาณราคาก่อสร้าง",null,null,null,null,null,null,null,null,"แบบ ปร.4",null,"แผนที่",9]
["สถานที่ก่อสร้าง",null,null,null,"แบบเลขที่",null,null,null,null,"รายการเลขที่",null,null,null,null,"สถานที่ก่อสร้าง",null,null,null,"แบบเลขที่",null,null,null,null,"รายการเลขที่"]
["ประมาณการโดย",null,null,null,"เมื่อวันที่",null,"เดือน",null,null,"พ.ศ.",null,null,null,null,"ประมาณการโดย",null,null,null,"เมื่อวันที่",null,"เดือน",null,null,"พ.ศ."]
[]
["ลำดับที่","รายการ",null,null,"จำนวน","หน่วย","ราคาวัสดุสิ่งของ",null,"ค่าแรงงาน",null,"รวมค่าวัสดุและแรงงาน",null,"หมายเหตุ",null,"ลำดับที่","รายการ",null,null,"จำนวน","หน่วย","ราคาวัสดุสิ่งของ",null,"ค่าแรงงาน",null,"รวมค่าวัสดุและแรงงาน",null,"หมายเหตุ"]
[null,null,null,null,null,null,"ราคาต่อหน่วย","จำนวนเงิน","ราคาต่อหน่วย","จำนวนเงิน",null,null,null,null,null,null,null,null,null,null,"ราคาต่อหน่วย","จำนวนเงิน","ราคาต่อหน่วย","จำนวนเงิน"]
[null,"พื้นสำเร็จรูป",null,null,null,null,null,{"$f":"E59*G59","v":0},null,{"$f":"E59*I59","v":0},{"$f":"H59+J59","v":0},null,null,null,null,null,null,null,null,null,null,{"$f":"S59*U59","v":0},null,{"$f":"S59*W59","v":0},{"$f":"V59+X59","v":0}]
[null,null,null,null,null,null,null,{"$f":"E60*G60","v":0},null,{"$f":"E60*I60","v":0},{"$f":"H60+J60","v":0},null,null,null,null,null,null,null,null,null,null,{"$f":"S60*U60","v":0},null,{"$f":"S60*W60","v":0},0]
[null,null,null,null,null,null,null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,null,null,null,null,null,null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,null,null,null,null,null,null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,null,null,null,null,null,null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,null,null,null,null,null,null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,null,null,null,null,null,null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,null,null,null,null,null,null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,null,null,null,null,null,null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,null,null,null,null,null,null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,null,null,null,null,null,null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,null,null,null,null,null,null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,null,null,null,null,null,null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,null,null,null,null,null,null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,null,null,null,null,null,null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,null,null,null,null,null,null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,null,null,null,null,null,null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,null,null,null,null,null,null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
[null,null,null,null,null,null,null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
["รายการประมาณราคาก่อสร้าง",null,null,null,null,null,null,null,null,"แบบ ปร.4",null,"แผนที่",4,null,"รายการประมาณราคาก่อสร้าง",null,null,null,null,null,null,null,null,"แบบ ปร.4",null,"แผนที่",10]
["สถานที่ก่อสร้าง",null,null,null,"แบบเลขที่",null,null,null,null,"รายการเลขที่",null,null,null,null,"สถานที่ก่อสร้าง",null,null,null,"แบบเลขที่",null,null,null,null,"รายการเลขที่"]
["ประมาณการโดย",null,null,null,"เมื่อวันที่",null,"เดือน",null,null,"พ.ศ.",null,null,null,null,"ประมาณการโดย",null,null,null,"เมื่อวันที่",null,"เดือน",null,null,"พ.ศ."]
[]
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[null,null,null,null,null,null,"ราคาต่อหน่วย","จำนวนเงิน","ราคาต่อหน่วย","จำนวนเงิน",null,null,null,null,null,null,null,null,null,null,"ราคาต่อหน่วย","จำนวนเงิน","ราคาต่อหน่วย","จำนวนเงิน"]
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["รายการประมาณราคาก่อสร้าง",null,null,null,null,null,null,null,null,"แบบ ปร.4",null,"แผนที่",5,null,"รายการประมาณราคาก่อสร้าง",null,null,null,null,null,null,null,null,"แบบ ปร.4",null,"แผนที่",11]
["สถานที่ก่อสร้าง",null,null,null,"แบบเลขที่",null,null,null,null,"รายการเลขที่",null,null,null,null,"สถานที่ก่อสร้าง",null,null,null,"แบบเลขที่",null,null,null,null,"รายการเลขที่"]
["ประมาณการโดย",null,null,null,"เมื่อวันที่",null,"เดือน",null,null,"พ.ศ.",null,null,null,null,"ประมาณการโดย",null,null,null,"เมื่อวันที่",null,"เดือน",null,null,"พ.ศ."]
[]
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[null,null,null,null,null,null,"ราคาต่อหน่วย","จำนวนเงิน","ราคาต่อหน่วย","จำนวนเงิน",null,null,null,null,null,null,null,null,null,null,"ราคาต่อหน่วย","จำนวนเงิน","ราคาต่อหน่วย","จำนวนเงิน"]
[null,null,null,null,null,null,null,{"$f":"E111*G111","v":0},null,{"$f":"E111*I111","v":0},{"$f":"H111+J111","v":0},null,null,null,null,null,null,null,null,null,null,{"$f":"S111*U111","v":0},null,{"$f":"S111*W111","v":0},{"$f":"V111+X111","v":0}]
[null,null,null,null,null,null,null,{"$f":"E112*G112","v":0},null,{"$f":"E112*I112","v":0},{"$f":"H112+J112","v":0},null,null,null,null,null,null,null,null,null,null,{"$f":"S112*U112","v":0},null,{"$f":"S112*W112","v":0},0]
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[null,null,null,null,null,null,null,0,null,0,0,null,null,null,null,null,null,null,null,null,null,0,null,0,0]
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["รายการประมาณราคาก่อสร้าง",null,null,null,null,null,null,null,null,"แบบ ปร.4",null,"แผนที่",6,null,"รายการประมาณราคาก่อสร้าง",null,null,null,null,null,null,null,null,"แบบ ปร.4",null,"แผนที่",12]
["สถานที่ก่อสร้าง",null,null,null,"แบบเลขที่",null,null,null,null,"รายการเลขที่",null,null,null,null,"สถานที่ก่อสร้าง",null,null,null,"แบบเลขที่",null,null,null,null,"รายการเลขที่"]
["ประมาณการโดย",null,null,null,"เมื่อวันที่",null,"เดือน",null,null,"พ.ศ.",null,null,null,null,"ประมาณการโดย",null,null,null,"เมื่อวันที่",null,"เดือน",null,null,"พ.ศ."]
[]
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[null,null,null,null,null,null,"ราคาต่อหน่วย","จำนวนเงิน","ราคาต่อหน่วย","จำนวนเงิน",null,null,null,null,null,null,null,null,null,null,"ราคาต่อหน่วย","จำนวนเงิน","ราคาต่อหน่วย","จำนวนเงิน"]
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[null,null,null,null,null,null,null,{"$f":"E138*G138","v":0},null,{"$f":"E138*I138","v":0},{"$f":"H138+J138","v":0},null,null,null,null,null,null,null,null,null,null,{"$f":"S138*U138","v":0},null,{"$f":"S138*W138","v":0},0]
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