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{"sheet":"Det. Est. (2)","index":0,"n_rows":155,"n_cols":13,"rows_kept":155,"cut":false,"hidden":true,"merged":[[146,1,146,4],[3,0,4,0],[6,0,10,0],[25,0,33,0],[35,0,43,0],[3,1,4,1],[3,2,4,2],[125,1,125,7],[140,1,140,4],[143,1,143,4],[144,1,144,4],[145,1,145,4],[56,1,56,7],[74,1,74,7],[93,1,93,7],[104,1,104,6],[120,1,120,5],[12,1,12,7],[18,1,18,7],[25,1,25,7],[35,1,35,7],[45,1,45,7],[0,0,0,8],[1,2,1,8],[3,3,3,5],[5,9,5,10],[6,1,6,7],[3,6,4,6],[3,7,4,7],[3,8,4,8]]}
["DETAILED CUM ABSTRACT  ESTIMATE"]
[null,{"$f":"'Lead statement'!C3","v":"Name of the Work ::"},{"$f":"'Lead statement'!D3","v":"Providing Interlocking pavers road from Lanke seshagiri rao (H) to kokkiligadda varma (H)  in Duggirala (V&M)."}]
[{"$nulls":6},{"$f":"'Lead statement'!J4","v":"Estimate Cost  ::  Rs. "},{"$f":"'Lead statement'!K4","v":1.7},"Lakhs",null,null,{"$f":"I148","v":{"$error":"#REF!"}}]
["Sl. No.","Discription of Item","Nos","Measurements",null,null,"Qty","Rate\nunit","Amount",null,null,{"$f":"I147","v":{"$error":"#REF!"}}]
[null,null,null,"L","B","D",{"$nulls":5},{"$f":"L3-L4","v":{"$error":"#REF!"}}]
[1,2,null,3,4,5,6,7,8,{"$f":"I148","v":{"$error":"#REF!"}}]
[1,"Unskilled labour for Earth work exevation and depositing the soil on banks with an initial lead and lift in all soils etc., complete.",{"$nulls":8},"As  per sanctioned amount"]
[null,"Drain cum Retaining wall, L/S & R/S",1,{"$f":"55+100+21","v":176},0.6,0.45,{"$f":"ROUND(C8*D8*E8*F8,2)","v":47.52}]
[null,"Drain, R/S",1,null,0.65,0.6,{"$f":"ROUND(F9*E9*D9*LEFT(C9,1)*RIGHT(C9,1),2)","v":0}]
[]
[{"$nulls":6},{"$f":"SUM(G8:G10)","v":47.52},{"$f":"Data!H106","v":244.608},{"$f":"ROUND(G11*H11,0)","v":11624},null,{"$f":"I11/180","v":64.577777777777783}]
[{"$nulls":6},"Cum ","1 Cum "]
[2,"Laying of M15 nominal mix using 66% of 20 mm HBG Metal and 34% of 12mm HBG Metal including Cost and Conveyance of all materials, Centering and Labour Charges and Curing for Side Drains as Per the Section Covered in guidelines for Bed concrete"]
[null,{"$f":"B8","v":"Drain cum Retaining wall, L/S & R/S"},1,{"$f":"D8","v":176},0.6,0.1,{"$f":"ROUND(C14*D14*E14*F14,2)","v":10.56}]
[null,"Drain, R/S","1x1",{"$f":"D9","v":0},0.65,0.15,{"$f":"ROUND(F15*E15*D15*LEFT(C15,1)*RIGHT(C15,1),2)","v":0}]
[null,{"$f":"+B10","v":0},0,0,0,0,0]
[{"$nulls":6},{"$f":"SUM(G14:G16)","v":10.56},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G17*H17,0)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Cum ","1 Cum "]
[3,"Laying of M15 nominal mix using 66% of 20 mm HBG Metal and 33% of 12mm HBG Metal including Cost and Conveyance of all materials, Centering and Labour Charges and Curing for Side Drains as Per the Section Covered in guidelines for Drainwalls on roadside and houseside"]
[null,"Both sides of the Road","Drain cum Retaining wall, L/S & R/S"]
[null,{"$f":"CONCATENATE(\"Road no. \",J21)","v":"Road no. 10"},1,55,{"$f":"IF(K21=L21,K21,CONCATENATE(\"(\",K21,\"+\",L21,\")/2\"))","v":"(0.23+0.30)/2"},0.45,{"$f":"ROUND(C21*D21*M21*F21,2)","v":6.56},null,null,10,"0.23","0.30",{"$f":"(K21+L21)/2","v":0.26500000000000001}]
[null,"Road no. 2",2,50,"(0.23+0.30)/2",0.45,11.93,null,null,2,"0.23","0.30",0.26500000000000001]
[null,"Road no. 4",1,21,"(0.23+0.30)/2",0.35,1.95,null,null,4,"0.23","0.30",0.26500000000000001]
[{"$nulls":6},{"$f":"SUM(G21:G23)","v":20.439999999999998},{"$f":"Data!H130","v":{"$error":"#REF!"}},{"$f":"ROUND(G24*H24,0)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Cum ","1 Cum "]
[4,"Cost and supply of stone dust  for  including Cost and  conveyance of all materials and labour charges for loading unloading charges etc , complete for foundation of",{"$nulls":8},"Between Drain & CC Road"]
[null,{"$f":"B8","v":"Drain cum Retaining wall, L/S & R/S"},1,{"$f":"D8","v":176},0.6,0.15,{"$f":"ROUND(C27*D27*E27*F27,2)","v":15.84}]
[null,"Underneath CC Pavement"]
[null,{"$f":"CONCATENATE(\"Road no. \",J29)","v":"Road no. 10"},1,10.5,3,0.25,{"$f":"ROUND(C29*D29*E29*F29,2)","v":7.88},null,null,10]
[null,"Road no. 10",1,44.5,2,0.25,22.25,null,null,10]
[null,"Road no. 2",1,50,2.54,0.25,31.75,null,null,2]
[null,"Road no. 4",1,21,2.54,0.15,8,null,null,4]
[null,"Road no. 13",1,null,1.8,0.2,0,null,null,13]
[{"$nulls":6},{"$f":"SUM(G27:G33)","v":85.72},{"$f":"+'Lead statement'!O19","v":953.7},{"$f":"ROUND(G34*H34,0)","v":81751}]
[{"$nulls":6},"Cum ","1 Cum "]
[5,"Unskilled labour for filling  Stone dust in foundation and Underneath CC pavement  and side berms including all labour charges etc., complete"]
[null,{"$f":"B27","v":"Drain cum Retaining wall, L/S & R/S"},1,176,0.6,0.15,{"$f":"ROUND(C37*D37*E37*F37,2)","v":15.84}]
[null,"Underneath CC Pavement"]
[null,{"$f":"CONCATENATE(\"Road no. \",J39)","v":"Road no. 10"},1,10.5,3,0.25,{"$f":"ROUND(C39*D39*E39*F39,2)","v":7.88},null,null,10]
[null,"Road no. 10",1,44.5,2,0.25,22.25,null,null,10]
[null,"Road no. 2",1,50,2.54,0.25,31.75,null,null,2]
[null,"Road no. 4",1,21,2.54,0.15,8,null,null,4]
[null,"Road no. 13",1,{"$f":"D33","v":0},1.8,0.2,0,null,null,13]
[{"$nulls":6},{"$f":"G34","v":85.72},{"$f":"+Data!G49","v":0},{"$f":"ROUND(G44*H44,0)","v":0},null,{"$f":"I44/180","v":0},{"$f":"82+58","v":140}]
[{"$nulls":6},"Cum ","1 Cum "]
[6,"Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2  MORD / 305 MORTH."]
[null,"for Subgrade"]
[null,{"$f":"CONCATENATE(\"Road no. \",J48)","v":"Road no. 11"},1,60,5,0.3,{"$f":"ROUND(C48*D48*E48*F48,2)","v":90},null,null,11]
[null,"Road no. 6",1,30,5,0.3,45,null,null,6]
[null,"Road no. 7",1,50,3.5,0.3,52.5,null,null,7]
[null,"Road no. 8",1,45,3.3,0.3,44.55,null,null,8]
[null,"Road no. 1",1,43,4,0.3,51.6,null,null,1]
[null,"Road no. 3",1,30,3.4,0.3,30.6,null,null,3]
[]
[{"$nulls":6},{"$f":"SUM(G48:G54)","v":314.25000000000006},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G55*H55,0)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Cum",{"$f":"\"1\"&G56","v":"1Cum"}]
[7,"Supply and collection of Selected Earth including stacking to Departmental gauge for pre measurements for Subgrade (CSSR)"]
[null,"for Subgrade"]
[null,{"$f":"CONCATENATE(\"Road no. \",J59)","v":"Road no. 11"},1,60,5,{"$f":"K59*1.28","v":0.38400000000000001},{"$f":"ROUND(C59*D59*E59*F59,2)","v":115.2},null,null,11,0.3]
[null,"Road no. 6",1,30,5,0.25600000000000001,38.4,null,null,6,0.2]
[null,"Road no. 7",1,50,3.5,0.25600000000000001,44.8,null,null,7,0.2]
[null,"Road no. 8",1,45,3.3,0.25600000000000001,38.020000000000003,null,null,8,0.2]
[null,"Road no. 1",1,43,4,0.96,165.12,null,null,1,0.75]
[null,"Road no. 3",1,30,3.4,0.25600000000000001,26.11,null,null,3,0.2]
[null,"for Shoulders"]
[null,{"$f":"CONCATENATE(\"Road no. \",J66)","v":"Road no. 1"},2,43,0.6,0.3,{"$f":"ROUND(C66*D66*E66*F66,2)","v":15.48},null,null,1]
[null,"Road no. 4",2,21,0.75,0.3,9.4499999999999993,null,null,4]
[null,"Road no. 6",2,30,0.75,0.3,13.5,null,null,6]
[null,"Road no. 7",2,50,0.75,0.3,22.5,null,null,7]
[null,"Road no. 8",1,45,0.6,0.3,8.1,null,null,8]
[null,"Road no. 10",1,15,1,0.3,4.5,null,null,10]
[null,"Road no. 11",2,60,0.9,0.3,32.4,null,null,11]
[{"$nulls":6},{"$f":"SUM(G59:G72)","v":533.58000000000004},{"$f":"'Lead statement'!O22","v":447.7},{"$f":"ROUND(G73*H73,0)","v":238884}]
[{"$nulls":6},"Cum",{"$f":"\"1\"&G74","v":"1Cum"}]
[8,"Engaging Un Skilled Labour for spreading the collected (Selected Earth) material and sectioning  for  Subgrade (RSSR)"]
[null,"for Subgrade"]
[null,{"$f":"CONCATENATE(\"Road no. \",J77)","v":"Road no. 11"},1,60,{"$f":"E59","v":5},0.38400000000000001,{"$f":"ROUND(C77*D77*E77*F77,2)","v":115.2},null,null,{"$f":"J59","v":11},0.3]
[null,"Road no. 6",1,30,{"$f":"E60","v":5},0.25600000000000001,38.4,null,null,6,0.2]
[null,"Road no. 7",1,50,3.5,{"$f":"F61","v":0.25600000000000001},44.8,null,null,7,0.2]
[null,"Road no. 8",1,45,3.3,0.25600000000000001,38.020000000000003,null,null,8,0.2]
[null,"Road no. 1",1,43,4,0.96,165.12,null,null,1,0.75]
[null,"Road no. 3",1,30,3.4,0.25600000000000001,26.11,null,null,3,0.2]
[null,"for Shoulders"]
[null,{"$f":"CONCATENATE(\"Road no. \",J84)","v":"Road no. 1"},2,{"$f":"D66","v":43},0.6,0.3,{"$f":"ROUND(C84*D84*E84*F84,2)","v":15.48},null,null,{"$f":"J66","v":1}]
[null,"Road no. 4",2,{"$f":"D67","v":21},0.75,0.3,9.4499999999999993,null,null,4]
[null,"Road no. 6",2,{"$f":"D68","v":30},0.75,0.3,13.5,null,null,6]
[null,"Road no. 7",2,{"$f":"D69","v":50},0.75,0.3,22.5,null,null,7]
[null,"Road no. 8",1,{"$f":"D70","v":45},0.6,0.3,8.1,null,null,8]
[null,"Road no. 10",1,{"$f":"D71","v":15},1,0.3,4.5,null,null,10]
[null,"Road no. 11",2,{"$f":"D72","v":60},0.9,0.3,32.4,null,null,11]
[]
[{"$nulls":6},{"$f":"SUM(G76:G91)","v":533.58000000000004},{"$f":"Data!H186","v":32.94},{"$f":"ROUND(G92*H92,0)","v":17576}]
[{"$nulls":6},"Cum",{"$f":"\"1\"&G93","v":"1Cum"}]
[9,"Compaction of collected Selected Earth using 8-10T Power Road Roller with required watering for Subgrade (CSSR)"]
[null,"for Subgrade"]
[null,{"$f":"CONCATENATE(\"Road no. \",J96)","v":"Road no. 11"},1,60,{"$f":"E77","v":5},{"$f":"K77","v":0.3},{"$f":"ROUND(C96*D96*E96*F96,2)","v":90},null,null,{"$f":"J77","v":11},0.3]
[null,"Road no. 6",1,30,5,0.2,30,null,null,6,0.2]
[null,"Road no. 7",1,50,3.5,0.2,35,null,null,7,0.2]
[null,"Road no. 8",1,45,3.3,0.2,29.7,null,null,8,0.2]
[null,"Road no. 1",1,43,4,0.75,129,null,null,1,0.75]
[null,"Road no. 3",1,30,3.4,0.2,20.399999999999999,null,null,3,0.2]
[]
[{"$nulls":6},{"$f":"SUM(G95:G102)","v":334.09999999999997},{"$f":"Data!H199","v":157.13},{"$f":"ROUND(G103*H103,0)","v":52497}]
[{"$nulls":6},"Cum",{"$f":"\"1\"&G104","v":"1Cum"}]
[10,"Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. Table 400.2"]
[null,"for Subbase"]
[null,{"$f":"CONCATENATE(\"Road no. \",J107)","v":"Road no. 11"},1,60,4,{"$f":"K107*1","v":0.15},{"$f":"ROUND(C107*D107*E107*F107,2)","v":36},null,null,11,0.15]
[null,"Road no. 6",1,30,4,0.15,18,null,null,6,0.15]
[null,"Road no. 7",1,50,3.5,0.15,26.25,null,null,7,0.15]
[null,"Road no. 8",1,45,3.3,0.15,22.28,null,null,8,0.15]
[null,"Road no. 1",1,43,4,0.15,25.8,null,null,1,0.15]
[null,"Road no. 3",1,30,3.4,0.15,15.3,null,null,3,0.15]
[{"$nulls":6},{"$f":"SUM(G107:G112)","v":143.63000000000002},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G113*H113,0)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Cum ","1 Cum "]
[]
[]
[]
[]
[]
[]
[6,"Providing CC (1:4:8) using 40mm HBG metal including cost and conveyance of all materials and all labour charges etc., complete. Under CC Road"]
[null,null,"1x1",60,2.5,7.4999999999999997E-2,{"$f":"ROUND(F122*E122*D122*LEFT(C122,1)*RIGHT(C122,1),2)","v":11.25}]
[]
[{"$nulls":7},{"$f":"+Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G124*H124,0)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Cum ","1 Cum "]
[11,{"$f":"Data!E52","v":"Construction of  un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing  and including overhead charges & Contractor profit, but excluding GST & Seignorage Charges Technical Specification Clause 1501 MORD including overhead charges & Contractors profit but excluding GST ."}]
[null,{"$f":"CONCATENATE(\"Road no. \",J127)","v":"Road no. 1"},1,43,3,0.17,{"$f":"ROUND(C127*D127*E127*F127,2)","v":21.93},null,null,1,{"$f":"SUM(D127:D136)","v":384}]
[null,"Road no. 2",1,50,3,0.17,25.5,null,null,2]
[null,"Road no. 3",1,30,2.7,0.17,13.77,null,null,3]
[null,"Road no. 4",1,21,3,0.17,10.71,null,null,4]
[null,"Road no. 6",1,30,3,0.17,15.3,null,null,6]
[null,"Road no. 7",1,50,2,0.17,17,null,null,7]
[null,"Road no. 8",1,45,2.7,0.17,20.66,null,null,8]
[null,"Road no. 10",1,10.5,3,0.17,5.36,null,null,10]
[null,"Road no. 10",1,44.5,2,0.17,15.13,null,null,10]
[null,"Road no. 11",1,60,3,0.17,30.6,null,null,11]
[null,"Road no. 13",1,{"$f":"D43","v":0},1.8,0.17,0,null,null,13]
[{"$nulls":6},{"$f":"SUM(G127:G137)","v":175.95999999999998},{"$f":"Data!H91","v":5727.44},{"$f":"ROUND(G138*H138,0)","v":1007800}]
[{"$nulls":6},"Cum ","1 Cum "]
[12,"Provision of Name Board","1x1",null,null,null,{"$f":"ROUND(RIGHT(C140,1),0)","v":1},{"$f":"+Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G140*H140,0)","v":{"$error":"#REF!"}}]
[26,"Provision for Joint Filler Board 20mm thick",{"$nulls":5},{"$f":"Data!F84","v":735}]
[{"$nulls":8},{"$f":"SUM(I7:I141)","v":{"$error":"#REF!"}}]
[13,"Seignorage Charges ",{"$nulls":6},{"$f":"Seignorage!G27","v":24078}]
[{"$f":"A143+1","v":14},"Provision for VAT Charges @ 5 %",{"$nulls":6},{"$f":"+'Imput data'!G65","v":{"$error":"#REF!"}}]
[15,"Provision for QC Charges @ 0.50%",{"$nulls":6},{"$f":"ROUND((I142)*0.5%,0)","v":{"$error":"#REF!"}}]
[16,"Storage&Safe guard of Materials @2.50%",{"$nulls":6},{"$f":"ROUND((I142)*2.5%,0)","v":{"$error":"#REF!"}}]
[17,"Provision for Unforseen Items",{"$nulls":6},{"$f":"I148-I142-I143-I144-I145-I146","v":{"$error":"#REF!"}}]
[{"$nulls":7},"TOTAL:",{"$f":"'Lead statement'!#REF!*100000","v":{"$error":"#REF!"}}]
[]
[]
[]
[]
[]
[null,null,"Deputy Executive Engineer,",{"$nulls":4},"Asst. Exe. Engineer,"]
[null,null,"PRISD :: Mangalagiri.",{"$nulls":4},"MPP (PRI) :: Mangalagiri."]

{"sheet":"Wor. Est.","index":1,"n_rows":182,"n_cols":19,"rows_kept":182,"cut":false,"hidden":true,"merged":[[172,1,172,4],[173,1,173,4],[174,1,174,4],[3,0,4,0],[6,0,32,0],[96,0,120,0],[122,0,125,0],[3,1,4,1],[3,2,4,2],[145,1,145,7],[150,1,150,6],[163,1,163,7],[168,1,168,4],[171,1,171,4],[96,1,96,7],[122,1,122,7],[127,1,127,7],[133,1,133,7],[139,1,139,7],[34,1,34,7],[40,1,40,7],[47,1,47,7],[57,1,57,7],[71,1,71,7],[0,0,0,8],[1,2,1,8],[3,3,3,5],[5,9,5,10],[6,1,6,7],[3,6,4,6],[3,7,4,7],[3,8,4,8]]}
["DETAILED CUM ABSTRACT  ESTIMATE"]
[null,{"$f":"'Lead statement'!C3","v":"Name of the Work ::"},{"$f":"'Lead statement'!D3","v":"Providing Interlocking pavers road from Lanke seshagiri rao (H) to kokkiligadda varma (H)  in Duggirala (V&M)."}]
[{"$nulls":6},{"$f":"'Lead statement'!J4","v":"Estimate Cost  ::  Rs. "},{"$f":"'Lead statement'!K4","v":1.7},"Lakhs",null,{"$f":"I176","v":{"$error":"#REF!"}},null,"Length","Breadth","Depth"]
["Sl. No.","Discription of Item","Nos","Measurements",null,null,"Qty","Rate\nunit","Amount",null,{"$f":"I175","v":{"$error":"#REF!"}},"CC Road",250,3,0.17]
[null,null,null,"L","B","D",{"$nulls":4},{"$f":"K3-K4","v":{"$error":"#REF!"}},"Gravel Road"]
[1,2,null,3,4,5,6,7,8,{"$f":"I176","v":{"$error":"#REF!"}},null,"Sholders",{"$f":"M4","v":250},1,0.3]
[1,"Unskilled labour for Earth work exevation and depositing the soil on banks with an initial lead and lift in all soils etc., complete.",{"$nulls":9},"Drain",160,1.01,0.45]
[null,"Key walls, L/S ",1,171,0.23,0.23,{"$f":"ROUND(C8*D8*E8*F8,2)","v":9.0500000000000007},null,null,null,"Drain cum Retaining wall, L/S & R/S"]
[null,"Key walls, R/S ",1,171,0.23,0.3,11.8]
[null,"Key walls, L/S ",1,55,0.23,0.23,2.91]
[null,"Key walls, R/S ",1,55,0.23,0.23,2.91]
[null,"Trench for loose portion, R/S",1,9,{"$f":"IF(K12=L12,K12,CONCATENATE(\"(\",K12,\"+\",L12,\")/2\"))","v":"(0.70+1.00)/2"},0.3,{"$f":"ROUND(C12*D12*M12*F12,2)","v":2.2999999999999998},null,null,null,"0.70","1.00",{"$f":"(K12+L12)/2","v":0.85}]
[null,null,1,23,"(1.00+0.60)/2",0.3,5.52,null,null,null,{"$f":"L12","v":"1.00"},"0.60",0.8]
[null,null,1,16,"(0.60+1.00)/2",0.3,3.84,null,null,null,"0.60","1.00",0.8]
[null,null,1,28,"(1.00+1.20)/2",0.3,9.24,null,null,null,"1.00","1.20",1.1000000000000001]
[null,null,1,10.5,"(1.20+1.50)/2",0.3,4.25,null,null,null,"1.20","1.50",1.35]
[null,null,1,23,"(1.50+0.90)/2",0.3,8.2799999999999994,null,null,null,"1.50","0.90",1.2]
[null,null,1,13,"(0.90+0.80)/2",0.3,3.32,null,null,null,"0.90","0.80",0.85000000000000009]
[null,null,1,13.5,"0.80",0.3,3.24,null,null,null,"0.80","0.80",0.8]
[null,null,1,27,"(0.80+1.00)/2",0.3,7.29,null,null,null,"0.80","1.00",0.9]
[null,"Drain, L/S"]
[null,"Welding Shop at NH16 to 1st Cross Road",1,11.05,1.01,0.3,{"$f":"ROUND(C22*D22*E22*F22,2)","v":3.35}]
[null,"Culvert Portion @ 1st Cross Road ",1,4.4000000000000004,1,0.3,1.32,{"$nulls":10},11.05]
[null,"Deduct for Side drain Portion",1,0.85,0.3,0.3,{"$f":"-ROUND(C24*D24*E24*F24,2)","v":-0.08},{"$nulls":10},4.4000000000000004]
[null,"1st Cross Road to 2nd Cross Road",1,27.25,1.01,0.3,{"$f":"ROUND(C25*D25*E25*F25,2)","v":8.26}]
[null,"Culvert Portion @ 1st Cross Road ",1,4.8,1.2,0.3,1.73,{"$nulls":10},27.25]
[null,"Deduct for Side drain Portion",1,0.6,0.3,0.3,{"$f":"-ROUND(C27*D27*E27*F27,2)","v":-0.05},{"$nulls":10},4.8]
[null,"2nd Cross Road to 3rd Cross Road",1,{"$f":"11.7+14.65","v":26.35},1.01,{"$f":"IF(L28=M28,L28,CONCATENATE(\"(\",L28,\"+\",M28,\")/2\"))","v":"(0.30+0.50)/2"},{"$f":"ROUND(C28*D28*E28*N28,2)","v":10.65},{"$nulls":4},"0.30","0.50",{"$f":"(L28+M28)/2","v":0.4},"House Side"]
[null,"Culvert Portion @ 2nd Cross Road ",1,4.25,1.1000000000000001,0.5,{"$f":"ROUND(C29*D29*E29*F29,2)","v":2.34},{"$nulls":10},26.35]
[null,"Deduct for Side drain Portion",1,0.9,0.3,0.5,{"$f":"-ROUND(C30*D30*E30*F30,2)","v":-0.14000000000000001},{"$nulls":10},4.25]
[null,"3rd Cross Road to ",1,14,1.01,0.6,{"$f":"ROUND(C31*D31*E31*F31,2)","v":8.48}]
[{"$nulls":17},14]
[{"$nulls":6},{"$f":"SUM(G8:G32)","v":109.81000000000002},{"$f":"Data!H106","v":244.608},{"$f":"ROUND(G33*H33,0)","v":26860},null,{"$f":"I33/180","v":149.22222222222223}]
[{"$nulls":6},"Cum ","1 Cum ",{"$nulls":9},{"$f":"SUM(R23:R33)","v":92.1},{"$f":"R34+15","v":107.1}]
[2,"Providing P. C.C. (1:4:8) Nominal mix using 40mm HBG metal including Cost and conveyance of all materials and labour charges, centring chares, curing etc complete "]
[null,{"$f":"B8","v":"Key walls, L/S "},1,171,0.23,0.15,{"$f":"ROUND(C36*D36*E36*F36,2)","v":5.9}]
[]
[]
[{"$nulls":7},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G39*H39,0)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Cum ","1 Cum "]
[2,"Providing plain cement concrete M10 mix using 40mm to 20 mm Graded  HBG crushed Metal with 220 Kgs of cement per 1cum of concrete,  including C/c of all materials, curing ,labour charges etc., complete as per drawings & tech. specifications  Clause 802, 803, 1202 & 1203 as per clause 800 & 1200 (1) of MORD and guidelines for shoe walls below G.L."]
[null,{"$f":"B8","v":"Key walls, L/S "},1,{"$f":"169.4","v":169.4},{"$f":"E8","v":0.23},0.23,{"$f":"ROUND(C42*D42*E42*F42,2)","v":8.9600000000000009}]
[null,{"$f":"B9","v":"Key walls, R/S "},1,{"$f":"D42","v":169.4},{"$f":"E9","v":0.23},0.3,11.69]
[null,{"$f":"B10","v":"Key walls, L/S "},1,54,{"$f":"E10","v":0.23},0.23,2.86]
[null,{"$f":"B10","v":"Key walls, L/S "},1,{"$f":"D44","v":54},{"$f":"E10","v":0.23},0.23,2.86]
[{"$nulls":6},{"$f":"SUM(G42:G45)","v":26.369999999999997},{"$f":"Data!H22","v":4497.6900000000005},{"$f":"ROUND(G46*H46,0)","v":118604},{"$nulls":6},{"$f":"220/50","v":4.4000000000000004},{"$f":"G46*P46","v":116.02799999999999}]
[{"$nulls":6},"Cum ","1 Cum "]
[3,"Providing plain cement concrete M10 mix using 40mm to 20 mm Graded  HBG crushed Metal with 220 Kgs of cement per 1cum of concrete,  including C/c of all materials, curing ,labour charges etc., complete as per drawings & tech. specifications  Clause 802, 803, 1202 & 1203 as per clause 800 & 1200 (1) of MORD and guidelines for Screen walls above G.L."]
[null,{"$f":"B42","v":"Key walls, L/S "},{"$f":"C8","v":1},15,0.23,{"$f":"IF(K49=L49,K49,CONCATENATE(\"(\",K49,\"+\",L49,\")/2\"))","v":"(0.35+0.20)/2"},{"$f":"ROUND(C49*D49*E49*M49,2)","v":0.95},null,null,null,"0.35","0.20",{"$f":"(K49+L49)/2","v":0.27500000000000002}]
[null,null,1,15,0.23,"(0.20+0.17)/2",0.64,null,null,null,{"$f":"L49","v":"0.20"},"0.17",0.185]
[null,null,1,{"$f":"139.4","v":139.4},0.23,0.17,{"$f":"ROUND(C51*D51*E51*F51,2)","v":5.45}]
[null,"Key walls, R/S ",1,15,0.23,{"$f":"IF(K52=L52,K52,CONCATENATE(\"(\",K52,\"+\",L52,\")/2\"))","v":"(0.30+0.15)/2"},{"$f":"ROUND(C52*D52*E52*M52,2)","v":0.78},null,null,null,"0.30","0.15",{"$f":"(K52+L52)/2","v":0.22499999999999998}]
[null,null,1,{"$f":"169.4-D52","v":154.4},0.23,0.15,{"$f":"ROUND(C53*D53*E53*F53,2)","v":5.33}]
[null,"Key walls, L/S & R/S ",2,54,0.23,0.05,1.24]
[]
[{"$nulls":6},{"$f":"SUM(G49:G55)","v":14.39},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G56*H56,0)","v":{"$error":"#REF!"}},{"$nulls":6},{"$f":"220/50","v":4.4000000000000004},{"$f":"G56*P56","v":63.31600000000001}]
[{"$nulls":6},"Cum ","1 Cum "]
[4,{"$f":"Data!#REF!","v":{"$error":"#REF!"}}]
[null,"Welding Shop at NH16 to 1st Cross Road",1,11.05,1.01,0.15,{"$f":"ROUND(C59*D59*E59*F59,2)","v":1.67}]
[null,"Culvert Portion @ 1st Cross Road ",1,4.4000000000000004,1,0.15,0.66]
[null,"Deduct for Side drain Portion",1,0.85,0.3,0.15,{"$f":"-ROUND(C61*D61*E61*F61,2)","v":-0.04}]
[null,"1st Cross Road to 2nd Cross Road",1,27.25,1.01,0.15,{"$f":"ROUND(C62*D62*E62*F62,2)","v":4.13}]
[null,"Culvert Portion @ 1st Cross Road ",1,4.8,1.2,0.15,0.86]
[null,"Deduct for Side drain Portion",1,0.6,0.3,0.15,{"$f":"-ROUND(C64*D64*E64*F64,2)","v":-0.03}]
[null,"2nd Cross Road to 3rd Cross Road",1,{"$f":"11.7+14.65","v":26.35},1.01,0.15,{"$f":"ROUND(C65*D65*E65*F65,2)","v":3.99}]
[null,"Culvert Portion @ 2nd Cross Road ",1,4.25,1.1000000000000001,0.15,0.7]
[null,"Deduct for Side drain Portion",1,0.9,0.3,0.15,{"$f":"-ROUND(C67*D67*E67*F67,2)","v":-0.04}]
[null,"3rd Cross Road to ",1,14,1.01,0.15,{"$f":"ROUND(C68*D68*E68*F68,2)","v":2.12}]
[]
[{"$nulls":6},{"$f":"SUM(G59:G69)","v":14.02},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G70*H70,0)","v":{"$error":"#REF!"}},{"$nulls":6},{"$f":"275/50","v":5.5},{"$f":"G70*P70","v":77.11}]
[{"$nulls":6},"Cum ","1 Cum "]
[5,"Laying of M15 nominal mix using 66% of 20 mm HBG Metal and 33% of 12mm HBG Metal including Cost and Conveyance of all materials, Centering and Labour Charges and Curing for Side Drains as Per the Section Covered in guidelines for Drainwalls on roadside and houseside"]
[null,"Welding Shop at NH16 to 1st Cross Road"]
[null,{"$f":"CONCATENATE(N74)","v":"House Side Wall"},1,11.05,{"$f":"IF(K74=L74,K74,CONCATENATE(\"(\",K74,\"+\",L74,\")/2\"))","v":"(0.15+0.30)/2"},0.3,{"$f":"ROUND(C74*D74*M74*F74,2)","v":0.75},null,null,null,"0.15","0.30",{"$f":"(K74+L74)/2","v":0.22499999999999998},"House Side Wall"]
[null,"Deduct for Connecting Drain",1,0.5,"(0.15+0.30)/2",0.3,{"$f":"-ROUND(C75*D75*M75*F75,2)","v":-0.03},null,null,null,"0.15","0.30",0.22499999999999998]
[null,{"$f":"CONCATENATE(N76)","v":"Road Side Wall"},1,11.05,"(0.20+0.35)/2",0.45,{"$f":"ROUND(C76*D76*M76*F76,2)","v":1.37},null,null,null,"0.20","0.35",0.27500000000000002,"Road Side Wall"]
[null,"Culvert Body Walls",2,4.4000000000000004,0.35,0.23,{"$f":"ROUND(C77*D77*E77*F77,2)","v":0.71}]
[null,"Deduct for Connecting Drain",1,0.85,0.35,0.23,{"$f":"-ROUND(C78*D78*E78*F78,2)","v":-7.0000000000000007E-2}]
[null,"1st Cross Road to 2nd Cross Road"]
[null,{"$f":"CONCATENATE(N80)","v":"House Side Wall"},1,27.25,{"$f":"IF(K80=L80,K80,CONCATENATE(\"(\",K80,\"+\",L80,\")/2\"))","v":"(0.15+0.30)/2"},0.3,{"$f":"ROUND(C80*D80*M80*F80,2)","v":1.84},null,null,null,"0.15","0.30",{"$f":"(K80+L80)/2","v":0.22499999999999998},"House Side Wall"]
[null,"Deduct for Connecting Drain",1,0.9,"(0.15+0.30)/2",0.3,{"$f":"-ROUND(C81*D81*M81*F81,2)","v":-0.06},null,null,null,"0.15","0.30",0.22499999999999998]
[null,{"$f":"CONCATENATE(N82)","v":"Road Side Wall"},1,{"$f":"D80","v":27.25},"(0.20+0.35)/2",0.45,{"$f":"ROUND(C82*D82*M82*F82,2)","v":3.37},null,null,null,"0.20","0.35",0.27500000000000002,"Road Side Wall"]
[null,"Culvert Body Walls",2,4.8,0.35,0.23,{"$f":"ROUND(C83*D83*E83*F83,2)","v":0.77}]
[null,"Deduct for Connecting Drain",1,0.6,0.35,0.23,{"$f":"-ROUND(C84*D84*E84*F84,2)","v":-0.05}]
[null,"2nd Cross Road to 3rd Cross Road"]
[null,{"$f":"CONCATENATE(N86)","v":"House Side Wall"},1,{"$f":"11.7+14.65","v":26.35},{"$f":"IF(K86=L86,K86,CONCATENATE(\"(\",K86,\"+\",L86,\")/2\"))","v":"(0.15+0.30)/2"},0.3,{"$f":"ROUND(C86*D86*M86*F86,2)","v":1.78},null,null,null,"0.15","0.30",{"$f":"(K86+L86)/2","v":0.22499999999999998},"House Side Wall"]
[null,"Deduct for Connecting Drain",1,0.6,"(0.15+0.30)/2",0.3,{"$f":"-ROUND(C87*D87*M87*F87,2)","v":-0.04},null,null,null,"0.15","0.30",0.22499999999999998]
[null,{"$f":"CONCATENATE(N88)","v":"Road Side Wall"},1,{"$f":"D86","v":26.35},"(0.20+0.35)/2",0.3,{"$f":"ROUND(C88*D88*M88*F88,2)","v":2.17},null,null,null,"0.20","0.35",0.27500000000000002,"Road Side Wall"]
[null,"Culvert Body Walls",2,4.25,0.35,0.23,{"$f":"ROUND(C89*D89*E89*F89,2)","v":0.68}]
[null,"Deduct for Connecting Drain",1,0.9,0.35,0.23,{"$f":"-ROUND(C90*D90*E90*F90,2)","v":-7.0000000000000007E-2}]
[null,"3rd Cross Road to "]
[null,{"$f":"CONCATENATE(N92)","v":"House Side Wall"},1,14,{"$f":"IF(K92=L92,K92,CONCATENATE(\"(\",K92,\"+\",L92,\")/2\"))","v":"(0.15+0.30)/2"},0.3,{"$f":"ROUND(C92*D92*M92*F92,2)","v":0.95},null,null,null,"0.15","0.30",{"$f":"(K92+L92)/2","v":0.22499999999999998},"House Side Wall"]
[null,"Road Side Wall",1,{"$f":"D92","v":14},"(0.20+0.35)/2",0.3,1.1599999999999999,null,null,null,"0.20","0.35",0.27500000000000002,"Road Side Wall"]
[]
[{"$nulls":6},{"$f":"SUM(G74:G94)","v":15.229999999999999},{"$f":"Data!H130","v":{"$error":"#REF!"}},{"$f":"ROUND(G95*H95,0)","v":{"$error":"#REF!"}},{"$nulls":6},{"$f":"275/50","v":5.5},{"$f":"G95*P95","v":83.764999999999986}]
[{"$nulls":6},"Cum ","1 Cum "]
[6,"Cost and supply of stone dust  for  including Cost and  conveyance of all materials and labour charges for loading unloading charges etc , complete for foundation of",{"$nulls":10},0,0.35,0.3,0.38,{"$f":"AVERAGE(N97,O97,P97)","v":0.34333333333333327}]
[null,"Underneath CC Pavement",1,{"$f":"L98","v":15},{"$f":"4-0.23-0.23","v":3.54},{"$f":"R98","v":0.27},{"$f":"ROUND(C98*D98*E98*F98,2)","v":14.34},{"$nulls":4},{"$f":"M98-M97","v":15},15,0.2,0.15,0.23,0.19333333333333333,{"$f":"ROUNDUP(AVERAGE(Q97,Q98),2)","v":0.27}]
[null,null,1,15,3.54,0.19,10.09,{"$nulls":4},15,30,0.17,0.15,0.21,0.17666666666666667,0.19]
[null,null,1,15,3.54,0.18000000000000002,9.56,{"$nulls":4},15,45,0.17,0.15,0.21,0.17666666666666667,0.18000000000000002]
[null,null,1,15,3.54,0.18000000000000002,9.56,{"$nulls":4},15,60,0.17,0.15,0.21,0.17666666666666667,0.18000000000000002]
[null,null,1,15,3.54,0.18000000000000002,9.56,{"$nulls":4},15,75,0.17,0.15,0.21,0.17666666666666667,0.18000000000000002]
[null,null,1,15,3.54,0.18000000000000002,9.56,{"$nulls":4},15,90,0.17,0.15,0.21,0.17666666666666667,0.18000000000000002]
[null,null,1,15,3.54,0.18000000000000002,9.56,{"$nulls":4},15,105,0.17,0.15,0.21,0.17666666666666667,0.18000000000000002]
[null,null,1,15,3.54,0.18000000000000002,9.56,{"$nulls":4},15,120,0.17,0.15,0.21,0.17666666666666667,0.18000000000000002]
[null,null,1,15,3.54,0.18000000000000002,9.56,{"$nulls":4},15,135,0.17,0.15,0.21,0.17666666666666667,0.18000000000000002]
[null,null,1,15,3.54,0.18000000000000002,9.56,{"$nulls":4},15,150,0.17,0.15,0.21,0.17666666666666667,0.18000000000000002]
[null,null,1,19.400000000000006,3.54,0.18000000000000002,12.36,{"$nulls":4},19.400000000000006,169.4,0.17,0.15,0.21,0.17666666666666667,0.18000000000000002]
[null,null,1,{"$f":"54+6.6","v":60.6},3.54,0.05,10.73]
[null,{"$f":"B21","v":"Drain, L/S"}]
[null,"Welding Shop at NH16 to 1st Cross Road",1,11.05,1.01,0.2,{"$f":"ROUND(C111*D111*E111*F111,2)","v":2.23}]
[null,"Culvert Portion @ 1st Cross Road ",1,4.4000000000000004,1,0.2,0.88]
[null,"Deduct for Side drain Portion",1,0.85,0.3,0.2,{"$f":"-ROUND(C113*D113*E113*F113,2)","v":-0.05}]
[null,"1st Cross Road to 2nd Cross Road",1,27.25,1.01,0.2,{"$f":"ROUND(C114*D114*E114*F114,2)","v":5.5}]
[null,"Culvert Portion @ 1st Cross Road ",1,4.8,1.2,0.2,1.1499999999999999]
[null,"Deduct for Side drain Portion",1,0.6,0.3,0.2,{"$f":"-ROUND(C116*D116*E116*F116,2)","v":-0.04}]
[null,"2nd Cross Road to 3rd Cross Road",1,{"$f":"11.7+14.65","v":26.35},1.01,0.2,{"$f":"ROUND(C117*D117*E117*F117,2)","v":5.32}]
[null,"Culvert Portion @ 2nd Cross Road ",1,4.25,1.1000000000000001,0.2,0.94]
[null,"Deduct for Side drain Portion",1,0.9,0.3,0.2,{"$f":"-ROUND(C119*D119*E119*F119,2)","v":-0.05}]
[null,"3rd Cross Road to ",1,14,1.01,0.2,{"$f":"ROUND(C120*D120*E120*F120,2)","v":2.83}]
[{"$nulls":6},{"$f":"SUM(G98:G120)","v":142.71},{"$f":"+'Lead statement'!O19","v":953.7},{"$f":"ROUND(G121*H121,0)","v":136103}]
[{"$nulls":6},"Cum ","1 Cum "]
[7,"Unskilled labour for filling  Stone dust in foundation and Underneath CC pavement  and foundations of side drains, including all labour charges etc., complete"]
[null,"Underneath CC Pavement",1,{"$f":"D98","v":15},3.54,0.27,{"$f":"ROUND(C124*D124*E124*F124,2)","v":14.34}]
[null,{"$f":"B110","v":"Drain, L/S"},0,0,0,0,0,null,null,13]
[{"$nulls":6},{"$f":"G121","v":142.71},{"$f":"+Data!G49","v":0},{"$f":"ROUND(G126*H126,0)","v":0},null,{"$f":"I126/180","v":0},{"$f":"82+58","v":140},null,{"$f":"I33+I126","v":26860},{"$f":"N126/194","v":138.45360824742269},{"$f":"160/6","v":26.666666666666668}]
[{"$nulls":6},"Cum ","1 Cum "]
[7,"Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2  MORD / 305 MORTH."]
[null,"for Subgrade"]
[null,{"$f":"CONCATENATE(\"Road no. \",J130)","v":"Road no. 11"},1,60,5,0.3,{"$f":"ROUND(C130*D130*E130*F130,2)","v":90},null,null,11]
[]
[{"$nulls":7},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G132*H132,0)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Cum",{"$f":"\"1\"&G133","v":"1Cum"}]
[8,"Supply and collection of Selected Earth including stacking to Departmental gauge for pre measurements for Shoulders (CSSR)"]
[null,"for Subgrade"]
[null,{"$f":"CONCATENATE(\"Road no. \",J136)","v":"Road no. 11"},1,60,5,{"$f":"K136*1.28","v":0.38400000000000001},null,null,null,11,0.3]
[null,"Shoulders, L/S & R/S",{"$f":"C8","v":1},230,0.5,{"$f":"O6","v":0.3},{"$f":"ROUND(C137*D137*E137*F137,2)","v":34.5}]
[{"$nulls":6},{"$f":"SUM(G137)","v":34.5},{"$f":"'Lead statement'!O22","v":447.7},{"$f":"ROUND(G138*H138,0)","v":15446}]
[{"$nulls":6},"Cum",{"$f":"\"1\"&G139","v":"1Cum"}]
[9,"Engaging Un Skilled Labour for spreading the collected (Selected Earth) material and sectioning  for  Shoulders (RSSR)"]
[null,"for Subgrade"]
[null,null,1,60,{"$f":"E136","v":5},0.38400000000000001,{"$nulls":4},0.3]
[null,{"$f":"B137","v":"Shoulders, L/S & R/S"},1,230,0.5,0.3,{"$f":"ROUND(C143*D143*E143*F143,2)","v":34.5}]
[{"$nulls":6},{"$f":"SUM(G143)","v":34.5},{"$f":"Data!H186","v":32.94},{"$f":"ROUND(G144*H144,0)","v":1136}]
[{"$nulls":6},"Cum",{"$f":"\"1\"&G145","v":"1Cum"}]
[10,"Compaction of collected Selected Earth using 8-10T Power Road Roller with required watering for Subgrade (CSSR)"]
[null,"for Subgrade"]
[null,null,1,60,{"$f":"E142","v":5},{"$f":"K142","v":0.3},{"$nulls":4},0.3]
[{"$nulls":6},{"$f":"SUM(G147:G148)","v":0},{"$f":"Data!H199","v":157.13},{"$f":"ROUND(G149*H149,0)","v":0}]
[{"$nulls":6},"Cum",{"$f":"\"1\"&G150","v":"1Cum"}]
[11,"Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. Table 400.2"]
[null,"for Subbase"]
[null,"Trench for loose portion, R/S",1,9,{"$f":"IF(K153=L153,K153,CONCATENATE(\"(\",K153,\"+\",L153,\")/2\"))","v":"(0.70+1.00)/2"},0.3,{"$f":"ROUND(C153*D153*M153*F153,2)","v":2.2999999999999998},null,null,null,"0.70","1.00",{"$f":"(K153+L153)/2","v":0.85}]
[null,null,1,23,"(1.00+0.60)/2",0.3,5.52,null,null,null,{"$f":"L153","v":"1.00"},"0.60",0.8]
[null,null,1,16,"(0.60+1.00)/2",0.3,3.84,null,null,null,"0.60","1.00",0.8]
[null,null,1,28,"(1.00+1.20)/2",0.3,9.24,null,null,null,"1.00","1.20",1.1000000000000001]
[null,null,1,10.5,"(1.20+1.50)/2",0.3,4.25,null,null,null,"1.20","1.50",1.35]
[null,null,1,23,"(1.50+0.90)/2",0.3,8.2799999999999994,null,null,null,"1.50","0.90",1.2]
[null,null,1,13,"(0.90+0.80)/2",0.3,3.32,null,null,null,"0.90","0.80",0.85000000000000009]
[null,null,1,13.5,"0.80",0.3,3.24,null,null,null,"0.80","0.80",0.8]
[null,null,1,27,"(0.80+1.00)/2",0.3,7.29,null,null,null,"0.80","1.00",0.9]
[{"$nulls":6},{"$f":"SUM(G153:G161)","v":47.28},1357,{"$f":"ROUND(G162*H162,0)","v":64159}]
[{"$nulls":6},"Cum ","1 Cum "]
[10,"Costruction of un reinforced dowel jointed at  Expansion and construction  joint only plain cement concrete pavement , thicknees as per design over a perpared sub base, with 43 / 53 grade  cement or any  other type using  M30 Grade Design mix coarse and fine  aggregates conforming  to IS :383, maximum size of coarse aggregate not lesst than 0.20 cum capacity and 25m ,MIxied in a concrete mixer of not  less thand 0.20 cum capacity and appropriate weigh batcher using approved mix desigan laid in approved fixed side from work ( steel channel, laying  andfixing the of 125 mircon thick polythene film, wedges, steel p;ates including levelling  the from work per drawing ) spreadiang the  concrete with shovels, rakes, pate vibrators and finished  in contunous poeration inclluding provision of contraction and expansion construction joints  curing of concrete slabs for 14days grade as per drwaing and Technical Specification clause 1501.22 including  over haead & contractors prifit but exeluding VAT & seingnorage charges for Cement Concrete Pavement",{"$nulls":14},{"$f":"SUM(Q46:Q95)","v":340.21899999999999}]
[null,null,1,{"$f":"223.4+9","v":232.4},4,{"$f":"O4","v":0.17},{"$f":"ROUND(C165*D165*E165*F165,2)","v":158.03},null,null,null,{"$f":"SUM(D165)","v":232.4}]
[{"$nulls":6},{"$f":"SUM(G165)","v":158.03},{"$f":"Data!H91","v":5727.44},{"$f":"ROUND(G166*H166,0)","v":905107},{"$nulls":6},{"$f":"390/50","v":7.8},{"$f":"G166*P166","v":1232.634}]
[{"$nulls":6},"Cum ","1 Cum ",{"$nulls":5},{"$f":"13.5*1.15*0.2","v":3.105},null,null,{"$f":"SUM(Q164:Q166)","v":1572.8530000000001}]
[11,"Provision of Name Board",1,null,null,null,{"$f":"ROUND(RIGHT(C168,1),0)","v":1},{"$f":"+Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G168*H168,0)","v":{"$error":"#REF!"}},null,null,169.4,223.4,{"$f":"M168-L168","v":54}]
[26,"Provision for Joint Filler Board 20mm thick",{"$nulls":5},{"$f":"Data!F84","v":735}]
[{"$nulls":8},{"$f":"SUM(I7:I169)","v":{"$error":"#REF!"}}]
[12,"Seignorage Charges ",{"$nulls":6},{"$f":"Seignorage!G27","v":24078}]
[{"$f":"A171+1","v":13},"Provision for VAT Charges @ 5 %",{"$nulls":6},{"$f":"+'Imput data'!G65","v":{"$error":"#REF!"}}]
[14,"Provision for QC Charges @ 0.50%",{"$nulls":6},{"$f":"ROUND((I170)*0.5%,0)","v":{"$error":"#REF!"}}]
[15,"Storage&Safe guard of Materials @ 2.50%",{"$nulls":6},{"$f":"ROUND((I170)*2.5%,0)","v":{"$error":"#REF!"}}]
[16,"Provision for Unforeseen Items",{"$nulls":6},{"$f":"I176-I170-I171-I172-I173-I174","v":{"$error":"#REF!"}}]
[{"$nulls":7},"TOTAL :: Rs.",{"$f":"'Lead statement'!#REF!*100000","v":{"$error":"#REF!"}}]
[]
[]
[]
[]
[null,null,"Deputy Executive Engineer,",{"$nulls":4},"Asst. Exe. Engineer,"]
[null,null,"PRISD :: Mangalagiri.",{"$nulls":4},"MPP (PRI) :: Mangalagiri."]

{"sheet":"MGNREGS (2)","index":2,"n_rows":251,"n_cols":17,"rows_kept":251,"cut":false,"hidden":true,"merged":[[242,1,242,4],[243,1,243,4],[3,0,4,0],[11,0,28,0],[142,0,177,0],[179,0,182,0],[3,1,4,1],[3,2,4,2],[213,1,213,7],[235,1,235,7],[237,1,237,4],[240,1,240,4],[241,1,241,4],[184,1,184,7],[190,1,190,7],[197,1,197,7],[204,1,204,7],[209,1,209,6],[55,1,55,7],[131,1,131,7],[136,1,136,7],[142,1,142,7],[179,1,179,7],[10,2,10,3],[10,4,10,5],[11,1,11,7],[30,1,30,7],[36,1,36,7],[8,2,8,3],[8,4,8,5],[9,2,9,3],[9,4,9,5],[9,12,9,24],[0,0,0,8],[1,2,1,8],[2,1,2,4],[3,3,3,5],[6,2,6,6],[3,6,4,6],[3,7,4,7],[3,8,4,8]]}
["WORKING   ESTIMATE"]
[null,{"$f":"'Lead statement'!C3","v":"Name of the Work ::"},{"$f":"'Lead statement'!D3","v":"Providing Interlocking pavers road from Lanke seshagiri rao (H) to kokkiligadda varma (H)  in Duggirala (V&M)."},{"$nulls":6},"MGNREGS",null,"CRDA"]
[null,"M.Book No. :: 1933 / B / PRI / 2015 - 16",{"$nulls":4},{"$f":"'Lead statement'!J4","v":"Estimate Cost  ::  Rs. "},{"$f":"'Lead statement'!K4","v":1.7},"Lakhs",{"$f":"I245","v":{"$error":"#REF!"}},null,{"$f":"CRDA!I92","v":{"$error":"#REF!"}},null,"Length","Breadth","Depth"]
["Sl. No.","Description of Item","Nos","Measurements",null,null,"Qty.","Rate\nunit","Amount",{"$f":"I244","v":{"$error":"#REF!"}},null,{"$f":"CRDA!I91","v":{"$error":"#REF!"}},"CC Road",230,3.5,{"$f":"'Det. Est.'!O4","v":0.17}]
[null,null,null,"L","B","D",null,null,null,{"$f":"J3-J4","v":{"$error":"#REF!"}},null,{"$f":"L3-L4","v":{"$error":"#REF!"}},"Gravel Road",{"$f":"N4","v":230},3.5,{"$f":"'Det. Est.'!O5","v":0.15}]
[1,2,null,3,4,5,6,7,8,null,null,null,"Sholders",{"$f":"N4","v":230},1,{"$f":"'Det. Est.'!O6","v":0.3}]
[null,null,"PART A - MGNREGS",{"$nulls":9},"Drain",{"$f":"'Det. Est.'!M7","v":0},{"$f":"'Det. Est.'!N7","v":1.01},{"$f":"'Det. Est.'!O7","v":0.45}]
[null,"List of Roads Proposed in the Work ::"]
["Sl. No.","Locality","FROM",null,"TO",null,"Nature of Work","Length"]
[1,"BC Locality","Tadiboina Koteswara Rao (H) ",null,"Market Yard",null,"CC Road",210]
[{"$nulls":7},{"$f":"SUM(H10)","v":210}]
[1,"Unskilled labour for Earth work exevation and depositing the soil on banks with an initial lead and lift in all soils etc., complete."]
[null,"Key walls, L/S ","Tadiboina Koteswara Rao (H) to Market Yard Road"]
[null,null,1,176.1,0.23,0.23,{"$f":"ROUND(C14*D14*E14*F14,2)","v":9.32}]
[null,"Key walls, R/S","Tadiboina Koteswara Rao (H) to 1st Cross Road "]
[null,null,1,16.8,0.23,0.23,{"$f":"ROUND(C16*D16*E16*F16,2)","v":0.89}]
[null,"Culvert @ Bontha Ramanaiah(H)",2,1.6,0.23,0.23,0.17]
[null,null,"1st Cross Road to 2nd Cross Road "]
[null,"Culvert @ Thati China Sambaiah(H)",1,40.200000000000003,0.23,0.23,{"$f":"ROUND(C19*D19*E19*F19,2)","v":2.13}]
[null,null,"2nd Cross Road to 3rd Cross Road "]
[null,null,1,22.2,0.23,0.23,{"$f":"ROUND(C21*D21*E21*F21,2)","v":1.17}]
[null,null,"3rd Cross Road to 4th Cross Road "]
[null,null,1,36.799999999999997,0.23,0.23,{"$f":"ROUND(C23*D23*E23*F23,2)","v":1.95}]
[null,"Culvert @ Ala Srihari(H)",1,2,0.23,0.23,{"$f":"ROUNDDOWN(C24*D24*E24*F24,2)","v":0.1}]
[null,"Culvert @ Ala Srihari(H)",1,1.7,0.23,0.23,{"$f":"ROUND(C25*D25*E25*F25,2)","v":0.09}]
[null,null,"4th Cross Road to Market Yard Road"]
[null,null,1,39.799999999999997,0.23,0.23,{"$f":"ROUND(C27*D27*E27*F27,2)","v":2.11}]
[]
[{"$nulls":6},{"$f":"SUM(G14:G28)","v":17.93},{"$f":"Data!H106","v":244.608},{"$f":"ROUND(G29*H29,0)","v":4386},null,null,{"$f":"I29/180","v":24.366666666666667}]
[{"$nulls":6},"Cum ","1 Cum "]
[2,"Providing P. C.C. (1:4:8) Nominal mix using 40mm HBG metal including Cost and conveyance of all materials and labour charges, centring chares, curing etc complete "]
[null,{"$f":"B13","v":"Key walls, L/S "},{"$f":"C14","v":1},176.1,0.23,0.15,{"$f":"ROUND(C32*D32*E32*F32,2)","v":6.08}]
[]
[]
[{"$nulls":7},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G35*H35,0)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Cum ","1 Cum "]
[2,"Providing plain cement concrete M10 mix using 40mm to 20 mm Graded  HBG crushed Metal with 220 Kgs of cement per 1cum of concrete,  including C/c of all materials, curing ,labour charges etc., complete as per drawings & tech. specifications  Clause 802, 803, 1202 & 1203 as per clause 800 & 1200 (1) of MORD and guidelines for shoe walls below G.L."]
[null,"Key walls, L/S ","Tadiboina Koteswara Rao (H) to Market Yard Road",{"$nulls":8},"0.23","0.23",{"$f":"(L38+M38)/2","v":0.23}]
[null,null,1,176.1,0.23,0.23,{"$f":"ROUND(C39*D39*E39*F39,2)","v":9.32}]
[null,"Key walls, R/S","Tadiboina Koteswara Rao (H) to 1st Cross Road "]
[null,null,1,16.8,0.23,0.23,{"$f":"ROUND(C41*D41*E41*F41,2)","v":0.89}]
[null,"Culvert @ Bontha Ramanaiah(H)",2,1.6,0.23,0.23,0.17]
[null,null,"1st Cross Road to 2nd Cross Road "]
[null,"Culvert @ Thati China Sambaiah(H)",1,40.200000000000003,0.23,0.23,{"$f":"ROUND(C44*D44*E44*F44,2)","v":2.13}]
[null,null,"2nd Cross Road to 3rd Cross Road "]
[null,null,1,22.2,0.23,0.23,{"$f":"ROUND(C46*D46*E46*F46,2)","v":1.17}]
[null,null,"3rd Cross Road to 4th Cross Road "]
[null,null,1,36.799999999999997,0.23,0.23,{"$f":"ROUND(C48*D48*E48*F48,2)","v":1.95}]
[null,"Culvert @ Ala Srihari(H)",1,2,0.23,0.23,{"$f":"ROUNDDOWN(C49*D49*E49*F49,2)","v":0.1}]
[null,null,1,1.7,0.23,0.23,{"$f":"ROUND(C50*D50*E50*F50,2)","v":0.09}]
[null,null,"4th Cross Road to Market Yard Road"]
[null,null,1,39.799999999999997,0.23,0.23,{"$f":"ROUND(C52*D52*E52*F52,2)","v":2.11}]
[null,"Cross Wall",1,{"$f":"3.5-0.46","v":3.04},0.23,0.23,0.16]
[{"$nulls":6},{"$f":"SUM(G38:G53)","v":18.09},{"$f":"Data!H22","v":4497.6900000000005},{"$f":"ROUND(G54*H54,0)","v":81363}]
[{"$nulls":6},"Cum ","1 Cum "]
[3,"Providing plain cement concrete M10 mix using 40mm to 20 mm Graded  HBG crushed Metal with 220 Kgs of cement per 1cum of concrete,  including C/c of all materials, curing ,labour charges etc., complete as per drawings & tech. specifications  Clause 802, 803, 1202 & 1203 as per clause 800 & 1200 (1) of MORD and guidelines for Screen walls above G.L."]
[null,{"$f":"B38","v":"Key walls, L/S "},"Tadiboina Koteswara Rao (H) to Market Yard Road"]
[null,null,{"$f":"C14","v":1},26.1,0.23,0.1,{"$f":"ROUND(C58*D58*E58*F58,2)","v":0.6},null,null,0.1]
[null,null,1,5,0.23,{"$f":"IF(J58=J59,L59,CONCATENATE(\"(\",J58,\"+\",J59,\")/2\"))","v":"(0.1+0.13)/2"},{"$f":"ROUND(C59*D59*E59*L59,2)","v":0.13},null,null,0.13,null,{"$f":"(J58+J59)/2","v":0.115}]
[null,null,1,5,0.23,"(0.13+0.15)/2",0.16,null,null,0.15,null,0.14000000000000001]
[null,null,1,5,0.23,"(0.15+0.07)/2",0.13,null,null,7.0000000000000007E-2,null,0.11]
[null,null,1,5,0.23,"(0.07+0.1)/2",0.1,null,null,0.1,null,8.5000000000000006E-2]
[null,null,1,5,0.23,"(0.1+0.2)/2",0.17,null,null,0.2,null,0.15000000000000002]
[null,null,1,5,0.23,"(0.2+0.15)/2",0.2,null,null,0.15,null,0.17499999999999999]
[null,null,1,5,0.23,"(0.15+0.2)/2",0.2,null,null,0.2,null,0.17499999999999999]
[null,null,1,5,0.23,"(0.2+0.23)/2",0.25,null,null,0.23,null,0.21500000000000002]
[null,null,1,5,0.23,"(0.23+0.2)/2",0.25,null,null,0.2,null,0.21500000000000002]
[null,null,1,5,0.23,"(0.2+0.18)/2",0.22,null,null,0.18,null,0.19]
[null,null,1,5,0.23,"(0.18+0.23)/2",0.24,null,null,0.23,null,0.20500000000000002]
[null,null,1,5,0.23,"(0.23+0.2)/2",0.25,null,null,0.2,null,0.21500000000000002]
[null,null,1,5,0.23,"(0.2+0.28)/2",0.28000000000000003,null,null,0.28000000000000003,null,0.24000000000000002]
[null,null,1,5,0.23,"(0.28+0.3)/2",0.33,null,null,0.3,null,0.29000000000000004]
[null,null,1,5,0.23,"(0.3+0.23)/2",0.3,null,null,0.23,null,0.26500000000000001]
[null,null,1,5,0.23,"(0.23+0.3)/2",0.3,null,null,0.3,null,0.26500000000000001]
[null,null,1,5,0.23,"(0.3+0.25)/2",0.32,null,null,0.25,null,0.27500000000000002]
[null,null,1,5,0.23,"(0.25+0.23)/2",0.28000000000000003,null,null,0.23,null,0.24]
[null,null,1,5,0.23,"(0.23+0.28)/2",0.28999999999999998,null,null,0.28000000000000003,null,0.255]
[null,null,1,5,0.23,"(0.28+0.23)/2",0.28999999999999998,null,null,0.23,null,0.255]
[null,null,1,5,0.23,"(0.23+0.25)/2",0.28000000000000003,null,null,0.25,null,0.24]
[null,null,1,10,0.23,0.25,0.57999999999999996,null,null,0.25,null,0.25]
[null,null,1,5,0.23,"(0.25+0.23)/2",0.28000000000000003,null,null,0.23,null,0.24]
[null,null,1,5,0.23,"(0.23+0.15)/2",0.22,null,null,0.15,null,0.19]
[null,null,1,5,0.23,"(0.15+0.18)/2",0.19,null,null,0.18,null,0.16499999999999998]
[null,null,1,5,0.23,"(0.18+0.25)/2",0.25,null,null,0.25,null,0.215]
[null,null,1,5,0.23,"(0.25+0.3)/2",0.32,null,null,0.3,null,0.27500000000000002]
[null,null,1,5,0.23,"(0.3+0.37)/2",0.39,null,null,0.37,null,0.33499999999999996]
[null,null,1,5,0.23,"(0.37+0.35)/2",0.41,null,null,0.35,null,0.36]
[null,"Key walls, R/S","Tadiboina Koteswara Rao (H) to 1st Cross Road "]
[null,null,{"$f":"C16","v":1},16.8,0.23,7.0000000000000007E-2,{"$f":"ROUND(C89*D89*E89*F89,2)","v":0.27}]
[null,"Culvert @ Bontha Ramanaiah(H)",2,1.6,0.23,7.0000000000000007E-2,0.05]
[null,null,"1st Cross Road to 2nd Cross Road "]
[null,null,1,{"$f":"31.1-22.2","v":8.9000000000000021},0.23,7.0000000000000007E-2,{"$f":"ROUND(C92*D92*E92*F92,2)","v":0.14000000000000001},null,null,7.0000000000000007E-2,null,31.1,0,16.8,null,{"$f":"N92-M92","v":16.8}]
[null,null,1,5,0.23,{"$f":"IF(J92=J93,K93,CONCATENATE(\"(\",J92,\"+\",J93,\")/2\"))","v":"(0.07+0.1)/2"},{"$f":"ROUND(C93*D93*E93*K93,2)","v":0.1},null,null,0.1,{"$f":"(J92+J93)/2","v":8.5000000000000006E-2},36.1,{"$f":"N92+5.4","v":22.200000000000003},{"$f":"M93+40.2","v":62.400000000000006},{"$f":"M93-N92","v":5.4000000000000021},40.200000000000003]
[null,null,1,5,0.23,"(0.1+0.07)/2",0.1,null,null,7.0000000000000007E-2,8.5000000000000006E-2,41.1,{"$f":"N93+4.2","v":66.600000000000009},{"$f":"M94+22.2","v":88.800000000000011},4.2000000000000028,22.200000000000003]
[null,null,1,5,0.23,7.0000000000000007E-2,0.08,null,null,7.0000000000000007E-2,7.0000000000000007E-2,46.1,{"$f":"N94+4.75","v":93.550000000000011},{"$f":"M95+36.8","v":130.35000000000002},4.75,36.800000000000011]
[null,null,1,5,0.23,"(0.07+0.1)/2",0.1,null,null,0.1,8.5000000000000006E-2,51.1,{"$f":"N95+6.8","v":137.15000000000003},{"$f":"M96+39.8","v":176.95000000000005},6.8000000000000114,39.800000000000011]
[null,null,1,5,0.23,"(0.1+0.13)/2",0.13,null,null,0.13,0.115,56.1]
[null,null,1,5,0.23,"(0.13+0.18)/2",0.18,null,null,0.18,0.155,61.1]
[null,null,1,1.3,0.23,0.18,0.05,null,null,0.18,0.18,66.099999999999994]
[null,null,"2nd Cross Road to 3rd Cross Road "]
[null,null,1,{"$f":"71.1-66.6","v":4.5},0.23,{"$f":"IF(J99=J101,K101,CONCATENATE(\"(\",J99,\"+\",J101,\")/2\"))","v":"(0.18+0.2)/2"},{"$f":"ROUND(C101*D101*E101*K101,2)","v":0.2},null,null,0.2,{"$f":"(J99+J101)/2","v":0.19},71.099999999999994]
[null,null,1,5,0.23,{"$f":"IF(J101=J102,K102,CONCATENATE(\"(\",J101,\"+\",J102,\")/2\"))","v":"(0.2+0.28)/2"},0.28000000000000003,null,null,0.28000000000000003,{"$f":"(J101+J102)/2","v":0.24000000000000002},76.099999999999994]
[null,null,1,5,0.23,"(0.28+0.23)/2",0.28999999999999998,null,null,0.23,0.255,81.099999999999994]
[null,null,1,5,0.23,"(0.23+0.28)/2",0.28999999999999998,null,null,0.28000000000000003,0.255,86.1]
[null,null,1,2.7,0.23,"(0.28+0.3)/2",0.18,null,null,0.3,0.29000000000000004,91.1]
[null,null,"3rd Cross Road to 4th Cross Road "]
[null,null,1,{"$f":"96.1-93.55","v":2.5499999999999972},0.23,{"$f":"IF(J105=J107,K107,CONCATENATE(\"(\",J105,\"+\",J107,\")/2\"))","v":0.3},{"$f":"ROUND(C107*D107*E107*K107,2)","v":0.18},null,null,0.3,{"$f":"(J105+J107)/2","v":0.3},96.1]
[null,null,1,5,0.23,{"$f":"IF(J107=J108,K108,CONCATENATE(\"(\",J107,\"+\",J108,\")/2\"))","v":"(0.3+0.25)/2"},0.32,null,null,0.25,{"$f":"(J107+J108)/2","v":0.27500000000000002},101.1]
[null,null,1,5,0.23,"(0.25+0.23)/2",0.28000000000000003,null,null,0.23,0.24,106.1]
[null,null,1,5,0.23,0.23,0.26,null,null,0.23,0.23,111.1]
[null,null,1,5,0.23,"(0.23+0.13)/2",0.21,null,null,0.13,0.18,116.1]
[null,null,1,5,0.23,0.13,0.15,null,null,0.13,0.13,121.1]
[null,null,1,5,0.23,"(0.13+0.15)/2",0.16,null,null,0.15,0.14000000000000001,126.1]
[null,null,1,4.25,0.23,0.15,0.15,null,null,0.15,0.15,126.1]
[null,"Culvert @ Ala Srihari(H)",1,2,0.23,0.15,{"$f":"ROUNDDOWN(C115*D115*E115*F115,2)","v":0.06}]
[null,null,1,1.7,0.23,0.15,{"$f":"ROUND(C116*D116*E116*F116,2)","v":0.06}]
[null,null,"4th Cross Road to Market Yard Road"]
[null,null,1,{"$f":"137.15-136.1+3.75","v":4.8000000000000114},0.23,{"$f":"IF(J113=J118,K118,CONCATENATE(\"(\",J113,\"+\",J118,\")/2\"))","v":0.15},{"$f":"ROUND(C118*D118*E118*K118,2)","v":0.17},null,null,0.15,{"$f":"(J113+J118)/2","v":0.15},131.1]
[null,null,1,0,0.23,{"$f":"IF(J118=J119,K119,CONCATENATE(\"(\",J118,\"+\",J119,\")/2\"))","v":0.15},0,null,null,0.15,{"$f":"(J118+J119)/2","v":0.15},136.1]
[null,null,1,0,0.23,0.15,0,null,null,0.15,0.15,141.1]
[null,null,1,5,0.23,"(0.15+0.1)/2",0.14000000000000001,null,null,0.1,0.125,146.1]
[null,null,1,5,0.23,0.1,0.12,null,null,0.1,0.1,151.1]
[null,null,1,5,0.23,0.1,0.12,null,null,0.1,0.1,156.1]
[null,null,1,5,0.23,"(0.1+0.07)/2",0.1,null,null,7.0000000000000007E-2,8.5000000000000006E-2,161.1]
[null,null,1,5,0.23,7.0000000000000007E-2,0.08,null,null,7.0000000000000007E-2,7.0000000000000007E-2,166.1]
[null,null,1,5,0.23,7.0000000000000007E-2,0.08,null,null,7.0000000000000007E-2,7.0000000000000007E-2,171.1]
[null,null,1,5,0.23,"(0.07+0.28)/2",0.2,null,null,0.28000000000000003,0.17500000000000002,176.1]
[null,"Cross Wall",1,{"$f":"3.5-0.46","v":3.04},0.23,0.28000000000000003,0.2,null,null,0.28000000000000003,0.28000000000000003,176.1]
[]
[{"$nulls":6},{"$f":"SUM(G58:G129)","v":13.689999999999998},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G130*H130,0)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Cum ","1 Cum "]
[4,{"$f":"Data!#REF!","v":{"$error":"#REF!"}}]
[null,{"$f":"B13","v":"Key walls, L/S "},1,{"$f":"D14","v":176.1},0.23,0.1]
[null,null,"1x1",{"$f":"D28","v":0},0,0.15,{"$f":"ROUND(F134*E134*D134*LEFT(C134,1)*RIGHT(C134,1),2)","v":0}]
[{"$nulls":6},{"$f":"SUM(G133:G134)","v":0},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G135*H135,0)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Cum ","1 Cum "]
[4,"Laying of M15 nominal mix using 66% of 20 mm HBG Metal and 33% of 12mm HBG Metal including Cost and Conveyance of all materials, Centering and Labour Charges and Curing for Side Drains as Per the Section Covered in guidelines for Drainwalls on roadside and houseside"]
[null,"Raising of Culvert Body Walls"]
[null,{"$f":"O139","v":"House Side"},1,3.9,{"$f":"IF(L139=M139,L139,CONCATENATE(\"(\",L139,\"+\",M139,\")/2\"))","v":"0.30"},0.28000000000000003,{"$f":"ROUND(C139*D139*N139*F139,2)","v":0.33},{"$nulls":4},"0.30","0.30",{"$f":"(L139+M139)/2","v":0.3},"House Side"]
[null,"Road Side",1,4.75,"0.30",0.28000000000000003,0.4,{"$nulls":4},"0.30","0.30",0.3,"Road Side"]
[{"$nulls":6},{"$f":"SUM(G139:G140)","v":0.73},{"$f":"Data!H130","v":{"$error":"#REF!"}},{"$f":"ROUND(G141*H141,0)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Cum ","1 Cum "]
[5,"Cost and supply of stone dust  for  including Cost and  conveyance of all materials and labour charges for loading unloading charges etc , complete for foundation of",{"$nulls":8},"L/S","R/S","Centre"]
[null,"Underneath CC Pavement","Tadiboina Koteswara Rao (H) to Market Yard Road"]
[null,null,1,26.1,{"$f":"3.5-0.46","v":3.04},{"$f":"CONCATENATE(\"(\",K145,\"+\",M145,\"+\",L145,\")/3\")","v":"(0.1+0.1+0.07)/3"},{"$f":"ROUND(C145*D145*E145*N145,2)","v":7.14},null,null,null,0.1,7.0000000000000007E-2,0.1,{"$f":"(K145+L145+M145)/3","v":9.0000000000000011E-2}]
[null,null,1,5,3.04,"(0.13+0.1+0.07)/3",1.52,null,null,null,0.13,7.0000000000000007E-2,0.1,0.10000000000000002]
[null,null,1,5,3.04,"(0.15+0.1+0.1)/3",1.77,null,null,null,0.15,0.1,0.1,0.11666666666666665]
[null,null,1,5,3.04,"(0.07+0.12+0.07)/3",1.32,null,null,null,7.0000000000000007E-2,7.0000000000000007E-2,0.12,8.666666666666667E-2]
[null,null,1,5,3.04,"(0.1+0.07+0.07)/3",1.22,null,null,null,0.1,7.0000000000000007E-2,7.0000000000000007E-2,0.08]
[null,null,1,5,3.04,"(0.2+0.09+0.1)/3",1.98,null,null,null,0.2,0.1,0.09,0.13]
[null,null,1,5,3.04,"(0.15+0.16+0.13)/3",2.23,null,null,null,0.15,0.13,0.16,0.1466666666666667]
[null,null,1,5,3.04,"(0.2+0.16+0.18)/3",2.74,null,null,null,0.2,0.18,0.16,0.18000000000000002]
[null,null,1,5,3.04,"(0.23+0.19+0.18)/3",3.04,null,null,null,0.23,0.18,0.19,0.20000000000000004]
[null,null,1,5,3.04,"(0.2+0.25+0.2)/3",3.29,null,null,null,0.2,0.2,"0.25",0.21666666666666667]
[null,null,1,5,3.04,"(0.18+0.25+0.28)/3",3.6,null,null,null,0.18,0.28000000000000003,"0.25",0.23666666666666666]
[null,null,1,5,3.04,"(0.23+0.23+0.23)/3",3.5,null,null,null,0.23,0.23,"0.23",0.23]
[null,null,1,5,3.04,"(0.2+0.23+0.28)/3",3.6,null,null,null,0.2,0.28000000000000003,"0.23",0.23666666666666669]
[null,null,1,5,3.04,"(0.28+0.23+0.3)/3",4.0999999999999996,null,null,null,0.28000000000000003,0.3,"0.23",0.27]
[null,null,1,5,3.04,"(0.3+0.25+0.3)/3",4.3099999999999996,null,null,null,0.3,0.3,0.25,0.28333333333333333]
[null,null,1,5,3.04,"(0.23+0.25+0.25)/3",3.7,null,null,null,0.23,0.25,0.25,0.24333333333333332]
[null,null,1,5,3.04,"(0.3+0.23+0.23)/3",3.85,null,null,null,0.3,0.23,"0.23",0.25333333333333335]
[null,null,1,5,3.04,"(0.25+0.25+0.23)/3",3.7,null,null,null,0.25,0.23,0.25,0.24333333333333332]
[null,null,1,5,3.04,"(0.23+0.23+0.13)/3",2.99,null,null,null,0.23,0.13,"0.23",0.19666666666666666]
[null,null,1,5,3.04,"(0.28+0.20+0.13)/3",3.09,null,null,null,0.28000000000000003,0.13,"0.20",0.20333333333333337]
[null,null,1,5,3.04,"(0.23+0.2+0.15)/3",2.94,null,null,null,0.23,0.15,0.2,0.19333333333333336]
[null,null,1,5,3.04,"(0.25+0.2+0.15)/3",3.04,null,null,null,0.25,0.15,0.2,0.20000000000000004]
[null,null,1,5,3.04,"(0.25+0.15+0.15)/3",2.79,null,null,null,0.25,0.15,0.15,0.18333333333333335]
[null,null,1,5,3.04,"(0.25+0.14+0.15)/3",2.74,null,null,null,0.25,0.15,0.14000000000000001,0.18000000000000002]
[null,null,1,5,3.04,"(0.23+0.14+0.1)/3",2.38,null,null,null,0.23,0.1,0.14000000000000001,0.15666666666666668]
[null,null,1,5,3.04,"(0.15+0.13+0.1)/3",1.93,null,null,null,0.15,0.1,0.13,0.12666666666666668]
[null,null,1,5,3.04,"(0.18+0.06+0.1)/3",1.72,null,null,null,0.18,0.1,0.06,0.11333333333333334]
[null,null,1,5,3.04,"(0.25+0.05+0.07)/3",1.87,null,null,null,0.25,7.0000000000000007E-2,0.05,0.12333333333333334]
[null,null,1,5,3.04,"(0.3+0.07+0.07)/3",2.23,null,null,null,0.3,7.0000000000000007E-2,7.0000000000000007E-2,0.14666666666666667]
[null,null,1,5,3.04,"(0.37+0.05+0.07)/3",2.48,null,null,null,0.37,7.0000000000000007E-2,0.05,0.16333333333333333]
[null,null,1,5.4,3.04,"(0.35+0.1+0.28)/3",3.99,null,null,null,0.35,0.28000000000000003,0.1,0.24333333333333332]
[null,"Approah @ Market Yard Road",1,2,5.5,0.1]
[]
[{"$nulls":6},{"$f":"SUM(G145:G177)","v":90.800000000000026},{"$f":"Data!H49","v":787.82333333333327},{"$f":"ROUND(G178*H178,0)","v":71534}]
[{"$nulls":6},"Cum ","1 Cum "]
[2,"Unskilled labour for filling  Stone dust in foundation and Underneath CC pavement  and foundations of side drains, including all labour charges etc., complete"]
[null,"Underneath CC Pavement",1,{"$f":"D145","v":26.1},3.04,"(0.1+0.1+0.07)/3",{"$f":"ROUND(C181*D181*E181*F181,2)","v":{"$error":"#VALUE!"}}]
[null,{"$f":"B177","v":0},0,0,0,0,0,null,null,13]
[{"$nulls":6},{"$f":"G178","v":90.800000000000026},{"$f":"+Data!G49","v":0},null,null,null,{"$f":"I183/180","v":0},{"$f":"82+58","v":140}]
[{"$nulls":6},"Cum ","1 Cum "]
[6,"Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2  MORD / 305 MORTH."]
[null,"for Subgrade"]
[null,{"$f":"CONCATENATE(\"Road no. \",J187)","v":"Road no. 11"},1,60,5,0.3,{"$f":"ROUND(C187*D187*E187*F187,2)","v":90},null,null,11]
[]
[{"$nulls":7},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G189*H189,0)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Cum",{"$f":"\"1\"&G190","v":"1Cum"}]
[6,"Supply and collection of Selected Earth including stacking to Departmental gauge for pre measurements for Shoulders (CSSR)"]
[null,"for Subgrade"]
[null,{"$f":"CONCATENATE(\"Road  \",J193)","v":"Road  "},null,{"$f":"N5","v":230},3.5,{"$f":"L193*1.28","v":0.192},{"$f":"ROUND(C193*D193*E193*F193,2)","v":0},{"$nulls":4},{"$f":"P5","v":0.15}]
[null,"Shoulders, L/S & R/S",2,196.5,0.6,0.35,82.53]
[null,"Approah @ Market Yard Road",1,2,5.5,0.45,4.95]
[{"$nulls":7},{"$f":"'Lead statement'!O22","v":447.7},{"$f":"ROUND(G196*H196,0)","v":0}]
[{"$nulls":6},"Cum",{"$f":"\"1\"&G197","v":"1Cum"}]
[7,"Engaging Un Skilled Labour for spreading the collected (Selected Earth) material and sectioning  for  Shoulders (RSSR)"]
[null,"for Subgrade"]
[null,{"$f":"B193","v":"Road  "},null,{"$f":"D193","v":230},3.5,0.192,{"$f":"ROUND(C200*D200*E200*F200,2)","v":0},{"$nulls":4},{"$f":"L193","v":0.15}]
[null,"Shoulders, L/S & R/S",{"$f":"C194","v":2},196.5,0.6,0.35,82.53]
[null,"Approah @ Market Yard Road",1,2,5.5,0.45,4.95]
[{"$nulls":7},{"$f":"Data!H186","v":32.94},{"$f":"ROUND(G203*H203,0)","v":0}]
[{"$nulls":6},"Cum",{"$f":"\"1\"&G204","v":"1Cum"}]
[6,"Compaction of collected Selected Earth using 8-10T Power Road Roller with required watering for Subgrade (CSSR)"]
[null,"for Subgrade"]
[null,{"$f":"B200","v":"Road  "},null,{"$f":"D201","v":196.5},{"$f":"E200","v":3.5},{"$f":"L200","v":0.15},{"$f":"ROUND(C207*D207*E207*F207,2)","v":0},{"$nulls":4},{"$f":"L200","v":0.15}]
[{"$nulls":6},{"$f":"SUM(G206:G207)","v":0},123.13,{"$f":"ROUND(G208*H208,0)","v":0}]
[{"$nulls":6},"Cum",{"$f":"\"1\"&G209","v":"1Cum"}]
[3,"Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. Table 400.2"]
[null,"for Subbase"]
[null,{"$f":"B207","v":"Road  "},0,{"$f":"D207","v":196.5},3.5,{"$f":"L212","v":0.15},{"$f":"ROUND(C212*D212*E212*F212,2)","v":0},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G212*H212,0)","v":{"$error":"#REF!"}},null,null,0.15]
[{"$nulls":6},"Cum ","1 Cum "]
[8,{"$f":"Data!E52","v":"Construction of  un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing  and including overhead charges & Contractor profit, but excluding GST & Seignorage Charges Technical Specification Clause 1501 MORD including overhead charges & Contractors profit but excluding GST ."}]
[null,null,"Tadiboina Koteswara Rao (H) to Bontha Nageswararao(H)"]
[null,null,1,49.5,{"$f":"O4","v":3.5},0.17,{"$f":"ROUND(C216*D216*E216*F216,2)","v":29.45}]
[null,"Approach to Culvert @ 1st Cross Road i.e. Culvert @ Bontha Ramanaiah(H)"]
[null,null,1,1.4,{"$f":"IF(N218=O218,P218,CONCATENATE(\"(\",N218,\"+\",O218,\")/2\"))","v":"(5.40+4.10)/2"},{"$f":"IF(K218=L218,M218,CONCATENATE(\"(\",K218,\"+\",L218,\")/2\"))","v":"(0.17+0.10)/2"},{"$f":"ROUND(C218*D218*P218*M218,2)","v":0.9},null,null,null,"0.17","0.10",{"$f":"(K218+L218)/2","v":0.13500000000000001},"5.40","4.10",{"$f":"(N218+O218)/2","v":4.75}]
[null,"Approach to Culvert @ 2nd Cross Road i.e. Culvert @ Thati China Sambaiah(H)"]
[null,null,null,0.8,{"$f":"IF(N220=O220,P220,CONCATENATE(\"(\",N220,\"+\",O220,\")/2\"))","v":"(4.20+3.95)/2"},{"$f":"IF(K220=L220,M220,CONCATENATE(\"(\",K220,\"+\",L220,\")/2\"))","v":0.17},{"$f":"ROUND(C220*D220*P220*M220,2)","v":0},null,null,null,"0.17","0.17",{"$f":"(K220+L220)/2","v":0.17},"4.20","3.95",{"$f":"(N220+O220)/2","v":4.0750000000000002}]
[null,null,null,1,"(3.95+3.70)/2","(0.17+0.15)/2",0,null,null,null,"0.17","0.15",0.16,"3.95","3.70",3.8250000000000002]
[null,null,null,0.4,"(3.70+3.00)/2","(0.15+0.07)/2",0,null,null,null,"0.15","0.07",0.11,"3.70","3.00",3.35]
[]
[null,"Approach to Culvert @ 3rd Cross Road i.e. Culvert @ Chimata Yesaiah(H)"]
[null,null,null,1.65,{"$f":"IF(N225=O225,P225,CONCATENATE(\"(\",N225,\"+\",O225,\")/2\"))","v":"(4.75+3.90)/2"},{"$f":"IF(K225=L225,M225,CONCATENATE(\"(\",K225,\"+\",L225,\")/2\"))","v":0.17},{"$f":"ROUND(C225*D225*P225*M225,2)","v":0},null,null,null,"0.17","0.17",{"$f":"(K225+L225)/2","v":0.17},"4.75","3.90",{"$f":"(N225+O225)/2","v":4.3250000000000002}]
[null,null,null,2.25,"(3.90+3.00)/2","(0.17+0.07)/2",0,null,null,null,"0.17","0.07",0.12000000000000001,"3.90","3.00",3.45]
[]
[null,"Approach to Culvert @ 4th Cross Road i.e. Culvert @ Ala Srihari(H)"]
[null,null,null,1.1000000000000001,{"$f":"IF(N229=O229,P229,CONCATENATE(\"(\",N229,\"+\",O229,\")/2\"))","v":"(6.80+3.40)/2"},{"$f":"IF(K229=L229,M229,CONCATENATE(\"(\",K229,\"+\",L229,\")/2\"))","v":"(0.17+0.125)/2"},{"$f":"ROUND(C229*D229*P229*M229,2)","v":0},null,null,null,"0.17",0.125,{"$f":"(K229+L229)/2","v":0.14750000000000002},"6.80","3.40",{"$f":"(N229+O229)/2","v":5.0999999999999996}]
[]
[null,null,null,{"$f":"D218+D216","v":50.9},null,null,{"$f":"SUM(G216:G230)","v":30.349999999999998},{"$f":"Data!H91","v":5727.44},{"$f":"ROUND(G231*H231,0)","v":173828},{"$f":"CRDA!I83","v":0},{"$f":"I231+J231","v":173828}]
[{"$nulls":6},"Cum ","1 Cum "]
[9,"Cost and Fabrication Charges of Steel for Culvert Cover Slabs at Road Crossings"]
[{"$nulls":6},{"$f":"104/1000","v":0.104},{"$f":"Data!H215","v":{"$error":"#REF!"}},{"$f":"ROUND(G234*H234,0)","v":{"$error":"#REF!"}},null,12,22,1,{"$f":"L234*M234","v":22},{"$f":"N234*0.888","v":19.536000000000001}]
[{"$nulls":6},"M.T.",null,null,null,10,8,3.75,30,{"$f":"N235*0.617","v":18.509999999999998}]
[10,"Supply and fixing of 4 mm thick MS name board of size 2’-6” x 4’ including  painting and required lettering with Enamel paint using 40 mm x 40 mm x 5 mm size angle sections  (weight per Rm 3.0Kgs) - 9.00 RM and Earth work excavation and PCC (1:4:8) mix with 40 mm size HB(G) MC Chips for - 1*2*0.30*0.30*0.50 m size  (0.09 Cum) for Pits to hold the Board in Place including cost and Conveyance of all materials to site, labour charges, and incidental charges etc.. complete",{"$nulls":12},{"$f":"SUM(O234:O235)","v":38.045999999999999},null,{"$f":"O236*2","v":76.091999999999999}]
[null,"Name Board",1,null,null,null,{"$f":"ROUND(RIGHT(C237,1),0)","v":1},{"$f":"+Data!#REF!","v":{"$error":"#REF!"}}]
[26,"Provision for Joint Filler Board 20mm thick",{"$nulls":5},{"$f":"Data!F84","v":735}]
[{"$nulls":8},{"$f":"SUM(I12:I238)","v":{"$error":"#REF!"}},{"$f":"CRDA!I85","v":{"$error":"#REF!"}},{"$f":"I239+J239","v":{"$error":"#REF!"}},{"$f":"SUM(I239:J239)","v":{"$error":"#REF!"}}]
[{"$f":"A236+1","v":11},"Seignorage Charges ",{"$nulls":6},{"$f":"ROUNDUP('Seignorage '!E30,0)","v":5044},{"$f":"CRDA!I86","v":0},5044,"Labour","Cement"]
[{"$f":"A240+1","v":12},"Provision for VAT Charges @ 5 %",{"$nulls":5},0.05,{"$f":"ROUND(J241*H241,0)","v":{"$error":"#REF!"}},{"$f":"I239-L241","v":{"$error":"#REF!"}},null,{"$f":"I29+I183+I203","v":4386},{"$f":"ROUND('Seignorage '!#REF!,0)","v":{"$error":"#REF!"}},{"$f":"CRDA!K87","v":{"$error":"#REF!"}},{"$f":"SUM(M241:N241)","v":{"$error":"#REF!"}}]
[13,"Provision for QC Charges @ 0.50%",{"$nulls":5},5.0000000000000001E-3,{"$error":"#REF!"},{"$f":"I239","v":{"$error":"#REF!"}}]
[14,"Storage&Safe guard of Materials @ 2.50%",{"$nulls":5},2.5000000000000001E-2,{"$error":"#REF!"},{"$f":"J242","v":{"$error":"#REF!"}}]
[15,"Provision for Unforeseen Items",{"$nulls":6},{"$f":"I245-I239-I240-I241-I242-I243","v":{"$error":"#REF!"}},{"$f":"CRDA!I91","v":{"$error":"#REF!"}},{"$f":"I244+J244","v":{"$error":"#REF!"}},{"$f":"I244-J244","v":{"$error":"#REF!"}},{"$f":"CRDA!K91","v":{"$error":"#REF!"}}]
[{"$nulls":7},"TOTAL :: Rs.",{"$f":"'Lead statement'!#REF!*100000/2","v":{"$error":"#REF!"}}]
[]
[]
[]
[]
[null,null,"Deputy Executive Engineer,",{"$nulls":4},"Asst. Exe. Engineer,"]
[null,null,"PRISD :: Mangalagiri.",{"$nulls":4},"MPP (PRI) :: Mangalagiri."]

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["L.F.Form No 91"]
["Z.P. & P.S.No. 13 ( Full Sheet)",null,null,null,"MATERIAL STATEMENT - BILL"]
[{"$nulls":5},{"$f":"'[385]wor. Est.'!A5","v":"PART - A   (MGNREGS SHARE)"}]
["Name of Work",null,":",{"$f":"'Mat statement (MGNREGS)'!D2:W2","v":"Providing Interlocking pavers road from Lanke seshagiri rao (H) to kokkiligadda varma (H)  in Duggirala (V&M)."}]
["Name of Contractor",null,":",{"$f":"'CC Bill(CRDA)'!D5","v":"Grampanchayat, Yerrabalem(V)"},null,{"$f":"[386]Cover!E12","v":"WORK ID ::"},{"$f":"'CC Bill(CRDA)'!G5","v":"077041205003080009"}]
["Voucher",null,":",null,null,"MGNREGS in Convergence with CRDA Funds Grant"]
["Last Certificate if any",null,":"]
["Month",null,":"]
["Number in and month of the last Schedules, if any"]
["Mandal","Mangalagiri",null,"Est Cost Rs:",{"$f":"'[386]CC Bill(CRDA) (Material)'!E10","v":"10.00"},"Lakhs","Voucher No."]
["Oversee's No",null,null,"Authority.",null,null,"Covering List No."]
[{"$f":"'CC Bill(MGNREGS)'!A12","v":"M.Book No. :: 1933/ B /PRI / 2015 - 16"},{"$nulls":5},"Schedule No."]
["Quantity Executed Supplied",null,null,"ITEMS","Rate\nRs.   Ps.","Per","Amount"]
["Upto Date","Since Last Certificate","Mile",null,null,null,"Upto Date\nRs.      Ps.","Since Last Certificate\nRs.        Ps.","Remarks"]
[1,2,3,4,5,6,7,8,9]
[]
[]
[null,null,null,{"$f":"'[385]wor. Est.'!A5","v":"PART - A   (MGNREGS SHARE)"}]
[{"$f":"'Mat statement (MGNREGS)'!C9","v":{"$error":"#REF!"}},{"$f":"A19","v":{"$error":"#REF!"}},1,"CW 01 - Unskilled labour for Earth work exevation and depositing the soil on banks with an initial lead and lift in all soils etc., complete.",{"$f":"'[387]CC Bill(MGNREGS)'!E19","v":137.08000000000001},1,{"$f":"ROUND(A19*E19/F19,2)","v":{"$error":"#REF!"}},{"$f":"ROUND(B19*E19/F19,2)","v":{"$error":"#REF!"}}]
[{"$f":"'Mat statement (MGNREGS)'!E26","v":{"$error":"#REF!"}},{"$error":"#REF!"},2,"CW 02 - Cost of Cement",{"$f":"'Mat statement (MGNREGS)'!E28","v":{"$error":"#REF!"}},1,{"$error":"#REF!"},{"$error":"#REF!"}]
[{"$f":"'Mat statement (MGNREGS)'!G25","v":{"$error":"#REF!"}},{"$error":"#REF!"},3,"CW04.sand for mortar",{"$f":"'Mat statement (MGNREGS)'!G28","v":898.1},1,{"$error":"#REF!"},{"$error":"#REF!"}]
[{"$f":"'Mat statement (MGNREGS)'!I25","v":{"$error":"#REF!"}},{"$error":"#REF!"},4,"CW07.20mm to 12mm HBG/HBT graded Metal:Consisting of 20mm metal 66% and12mm metal 34%",{"$f":"'Mat statement (MGNREGS)'!I28","v":{"$error":"#REF!"}},1,{"$error":"#REF!"},{"$error":"#REF!"}]
[{"$f":"'Mat statement (MGNREGS)'!J25","v":{"$error":"#REF!"}},{"$error":"#REF!"},5,"CW08.40mm to 20mm HBG/HBT graded Metal:Consisting of 20mm metal 66% and12mm metal 34%",{"$f":"'Mat statement (MGNREGS)'!J28","v":{"$error":"#REF!"}},1,{"$error":"#REF!"},{"$error":"#REF!"}]
[{"$f":"'Mat statement (MGNREGS)'!C14","v":90.8},90.8,6,"CW 10 - Cost and supply of stone dust  for  including Cost and  conveyance of all materials and labour charges for loading unloading charges etc , complete for foundations vp 2 & 4",{"$f":"'Det.Est.'!H21","v":787.82333333333327},1,71534.36,71534.36]
[{"$f":"'Mat statement (MGNREGS)'!C10","v":{"$error":"#REF!"}},{"$error":"#REF!"},7,"CW10 - Laying of  M15 nominal mix using 66% of 20 mm HBG Metal and 33% of 12mm HBG Metal including Cost and Conveyance of all materials, Centering and Labour Charges and Curing for Side Drains as Per the Section Covered in guidelines for Drainwalls on roadside and housesideFor side walls",{"$f":"Data!#REF!","v":{"$error":"#REF!"}},1,{"$error":"#REF!"},{"$error":"#REF!"}]
[{"$f":"'Mat statement (MGNREGS)'!C12","v":3.7},3.7,8,"CW10 - Laying of  M10 nominal mix using 66% of 40 mm HBG Metal and 33% of 20mm HBG Metal  - Shoe Wall Below G.L.",{"$f":"Data!#REF!","v":{"$error":"#REF!"}},1,{"$error":"#REF!"},{"$error":"#REF!"}]
[{"$f":"'Mat statement (MGNREGS)'!C13","v":{"$error":"#REF!"}},{"$error":"#REF!"},9,"CW10 - Laying of  M10 nominal mix using 66% of 40 mm HBG Metal and 33% of 20mm HBG Metal  - Screen Wall Above G.L.",{"$f":"Data!#REF!","v":{"$error":"#REF!"}},1,{"$error":"#REF!"},{"$error":"#REF!"}]
[{"$f":"'Mat statement (MGNREGS)'!C24","v":0},0,6,"CW 10 - Construction of un reinforced, M30 Grade mix, plain cement concrete pavement , thickness as per design over a prepared sub base, with 43 / 53 grade  cement, and using coarse and fine  aggregates conforming  to IS :383, approved admixtures  and mixed in a concrete mixer of not  less than  0.20 cum capacity and appropriate weigh batcher , laid in approved fixed side from work ( steel channel) wedges, steel plates including levelling  the from work as per drawing,  laying  and fixing of 125 mircon thick polythene film,   spreadiang the  concrete with shovels, rakes etc.. and compacting the concrete mix properly and thoroughly with  pin and plate vibrators and finished  in continuous operation including provision of contraction and expansion and construction joints,  and curing of concrete slabs for 14days with water, finished to the lines and grade as per drawing and Technical Specification clause 1501.2    MORD, for Cement Concrete Pavement",{"$f":"Data!#REF!","v":{"$error":"#REF!"}},1,{"$error":"#REF!"},{"$error":"#REF!"}]
[{"$f":"'Mat statement (MGNREGS)'!C23","v":{"$error":"#REF!"}},{"$error":"#REF!"},7,"CW 10 - Cost and Fabrication Charges of Steel for Culvert Cover Slabs at Road Crossings",{"$f":"Data!H215","v":{"$error":"#REF!"}},1,{"$error":"#REF!"},{"$error":"#REF!"}]
[]
[{"$nulls":6},{"$f":"SUM(G19:G29)","v":{"$error":"#REF!"}},{"$error":"#REF!"},"(PTO)"]
["                   CONTRACT CERTIFICATE"]
[{"$nulls":4},"Rate Rs."]
["Quantity Executed Supplied",null,null,"ITEMS",null,"Per","Amount"]
["Upto Date","Since Last Certificate","Mile",null,5,null,"Upto Date Rs.","Since Last Certificate Rs.","Remarks"]
[1,2,3,4,null,6,7,8,9]
[{"$nulls":5},"B.F.",{"$f":"G31","v":{"$error":"#REF!"}},{"$error":"#REF!"}]
[{"$nulls":10},{"$f":"G20-H20","v":{"$error":"#REF!"}}]
[]
[{"$nulls":10},{"$f":"G40-H40","v":0}]
{"$rows_empty":50}
[{"$nulls":6},{"$f":"SUM(G37:G88)","v":{"$error":"#REF!"}},{"$error":"#REF!"},"(PTO)"]
["                               CONTRACT CERTIFICATE"]
[{"$nulls":4},"Rate Rs."]
["Quantity Executed Supplied",null,null,"ITEMS",null,"Per","Amount"]
["Upto Date","Since Last Certificate","Mile",null,5,null,"Upto Date Rs.","Since Last Certificate Rs.","Remarks"]
[1,2,3,4,null,6,7,8,9]
[{"$nulls":5},"B.F.",{"$f":"G91","v":{"$error":"#REF!"}},{"$error":"#REF!"},null,null,{"$f":"'[388]CC Bill (Vouchers)'!H60","v":112626.14},{"$f":"H97-K97","v":{"$error":"#REF!"}},null,{"$f":"G97-H97","v":{"$error":"#REF!"}}]
[{"$nulls":10},{"$f":"H97","v":{"$error":"#REF!"}}]
[]
[]
[null,"Seignorage charges  Rs.             /-     vp   "]
{"$rows_empty":22}
[null,null,null,"   Total value of work done or supplies made to date deduct values of work or supplies shown on last certificate",null,null,{"$f":"SUM(G97:G123)","v":{"$error":"#REF!"}},{"$error":"#REF!"}]
[null,null,null,"   Net Value of work of supplies since Last Certificate"]
[]
[]
["Signature of Contractor:",{"$nulls":5},"Date:"]
[]
["Certified that the proceeding claim is correct that necessary measurement have been made by me on \n                                        and recorded on pages \n                        of Measurement Book No.\nand that the Duty                              work has been satisfactiorily performed",{"$nulls":4},"Check Measurement Certificate\nWork had Certified that the Materials were Checked"]
["Certified that the materials billed for have been received and brought to account",{"$nulls":4},"Measured by me on (Dates) "]
[]
[]
[null,null,"Assistant Executive Engineer,"]
[null,null,"MPP(PRI) :: Mangalagiri."]
["Date",null,null,"Officer Incharge",null,"Dated",null,"Designation"]
["MEMORANDUM OF PAYMENT MADE",{"$nulls":5},"Rs","   Ps.          Rs.","Ps."]
["Total value of work done:"]
["Amount of previous payments from last certificate No.              of"]
["forworded with account for"]
["Fines and other deductions upto date",null,null,null,"Rs."]
[null,null,null,"By Cash"]
["Payments now made",null,null,"By Cheque No                  of"]
[null,null,null,"By value of stock supplied"]
[{"$nulls":6},"Balance Value"]
[{"$nulls":4},"Rs."]
["Allotment for the Year",{"$nulls":4},"Ps."]
["Expenditure including this bill"]
["Balance available"]
[]
["PAY RUPEES (…………………………………………………….) RECEIVED RUPEES(………………………………..)",null,null,null,"Only as final payment in settlement or and demand"]
[{"$nulls":4},"……………………………………………………………"]
[{"$nulls":4},"……………………………………………………………"]
[{"$nulls":4},"Witness : ………………………………………………."]
[]
["Head Clerk or",null,null,"President or"]
["Hd.Accountant",null,null,"Engineer",null,null,"Date :"]
["INTERNACULR"]
[{"$nulls":7},"AUDIT ENFACEMENT"]
[{"$nulls":7},"Admitted Rs."]
[{"$nulls":7},"Objected to Rs."]
[{"$nulls":7},"Total Rs."]
[{"$nulls":6},"Dated ……………2006      Auditor"]
["DISTRICT ENGINEERS REMARKS"]
["NOTES"]
[1,"This form is intended for use in the case of running account i.e. for works in progress or supplies in course of delivery when the liability is discharged in full single payment Form No. 38A should be used"]
[2,"Payment will be made only upto nineteenths of total value of the work done. The balance being returned as security both for the due performance of the contract or to cover possible over payment which may be deducted on check measurement in the case of work whose estimated cost does not exceed Rs. 50, payment may be made in full on the measuring officers certificate subject to subsequent check measuring authority"]
[3,"In calculating the amount of each item due to the contract in the bill sum of six paise or less shall be committed and sum exceeding six paise upto one anna shall be recorded as one anna"]
[4,"Payment made in case of sums exceeding Rs. 100 should be attested by two witness and for smaller sums by one witness payment made by cheque or to recognised firms or winstitution need not be if witnessed."]
[5,"When the payee signs in the vernacular, amount acknowledged should be noted in the same vernacular as well as in English."]
[6,"In the case other than well known firms all parties must sign if there be more than one contractor or the payees must produce a power of attorny from the firm."]
[7,"No contract certificate bearing on reuses should be accepted, if anty corrections are necessary, the figures should nearly scored out and initialised by the office concerned in the case or corrections made in the Engineer office the Head accountant may be authorised to attest those due clericalerros etc out the Engineer should affix hs initials to all correction in the rate column as well as those in the total the bills and the pass order. This rule applies MUTATIS MUTANDIS to payment from miscellaneous grants."]
[8,"In case in which the materials bined for are taken over charges by an officer other than the officer signing the certificate at form of the bill the names of the former should be noted in the remarks columns of bill necessary amendment being made at the same time in the excluding portion of the certificate relating so materials."]

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["MATERIAL STATEMENT - 1st & Part Bill (MGNREGS SHARE)"]
[null,"Name of the Work","::",{"$f":"'Lead statement'!D3","v":"Providing Interlocking pavers road from Lanke seshagiri rao (H) to kokkiligadda varma (H)  in Duggirala (V&M)."}]
[{"$nulls":9},{"$f":"Cover!E33","v":"Estimate Cost :: Rs."},{"$f":"Cover!F33","v":1.7},null,null,null,{"$f":"'Lead statement'!J4","v":"Estimate Cost  ::  Rs. "},{"$f":"Cover!F33","v":1.7},"Lakhs",{"$f":"'Lead statement'!#REF!","v":{"$error":"#REF!"}}]
[null,null,null,"CW01","CW02","CW03","CW04","CW05","CW07","CW08","CW09","CW10",{"$nulls":9},"CW13","TOTAL"]
["Sl\n No.","Description of Item","Quantity","Wage component in Rs.","Matrerial Component",{"$nulls":6},"Others",{"$nulls":9},"Seigniorage Charges\nin Rs."]
[{"$nulls":4},"Cement in Mts","Sand for filling","Sand for Mortar","Gr. II HBG Metal","20mm & 12mm   HBG Chips","40mm & 20mm HBG Metal","40mm HBG Metal","GSB",null,null,null,"20mm HBG metal","Name Board",null,"Laying of M10 / M15 / M30","Laying of M30 CC pavement"]
[{"$nulls":11},"Gravel","Stondust","Stone Dust","Compaction",null,null,"Laying of 1:4:8",null,null,"Steel in MTs"]
[1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,12,18,13,20,22,20,14]
[1,{"$f":"'Det.Est.'!B7","v":"Earth work exevation and depositing the soil on banks with an initial lead and lift in all soils etc., complete. "},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$f":"'Det.Est.'!I9","v":905},{"$nulls":18},{"$f":"SUM(D9:V9)","v":905}]
[2,"Providing  M15 nominal mix using 66% of 20 mm HBG Metal and 33% of 12mm HBG Metal including Cost and Conveyance of all materials, Centering and Labour Charges and Curing for Side Drains as Per the Section Covered in guidelines for Drainwalls on roadside and housesideFor side walls",{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},null,{"$f":"C10*Data!C110","v":{"$error":"#REF!"}},null,{"$f":"C10*Data!C111","v":{"$error":"#REF!"}},null,{"$f":"C10*(Data!C112+Data!C113)","v":{"$error":"#REF!"}},{"$nulls":9},{"$f":"C10*Data!#REF!","v":{"$error":"#REF!"}},null,null,null,{"$f":"E10*'Lead statement'!O26+G10*G28+I10*I28+'Mat statement (MGNREGS)'!S10","v":{"$error":"#REF!"}}]
[2,"Providing P. C.C. (1:4:8) Nominal mix using 40mm HBG metal including Cost and conveyance of all materials and labour charges, centring chares, curing etc complete ",{"$f":"'Det. Est.'!G24","v":0},null,{"$f":"C11*Data!#REF!","v":{"$error":"#REF!"}},null,{"$f":"C11*Data!#REF!","v":{"$error":"#REF!"}},null,null,null,{"$f":"C11*Data!#REF!","v":{"$error":"#REF!"}},{"$nulls":7},{"$f":"C11*Data!#REF!","v":{"$error":"#REF!"}},null,null,null,{"$f":"(E11*E28*20)+(G11*G28)+(K11*K28)+S11","v":{"$error":"#REF!"}}]
[3,{"$f":"'Det. Est.'!B26:H26","v":"Providing plain cement concrete M10 mix using 40mm to 20 mm Graded  HBG crushed Metal with 220 Kgs of cement per 1cum of concrete,  including C/c of all materials, curing ,labour charges etc., complete as per drawings & tech. specifications  Clause 802, 803, 1202 & 1203 as per clause 800 & 1200 (1) of MORD and guidelines for shoe walls below G.L."},{"$f":"'Det.Est.'!G13","v":3.7},null,{"$f":"C12*Data!C9","v":0.81400000000000006},null,{"$f":"C12*Data!C10","v":1.665},null,null,{"$f":"C12*(Data!C11+Data!C12)","v":3.3299999999999996},{"$nulls":8},{"$f":"C12*Data!#REF!","v":{"$error":"#REF!"}},null,null,null,{"$f":"(E12*E28*20)+(G12*G28)+(J12*J28)+S12","v":{"$error":"#REF!"}}]
[4,{"$f":"'Det. Est.'!B31:H31","v":"Providing plain cement concrete M10 mix using 40mm to 20 mm Graded  HBG crushed Metal with 220 Kgs of cement per 1cum of concrete,  including C/c of all materials, curing ,labour charges etc., complete as per drawings & tech. specifications  Clause 802, 803, 1202 & 1203 as per clause 800 & 1200 (1) of MORD and guidelines for Screen walls above G.L."},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},null,{"$f":"C13*Data!C9","v":{"$error":"#REF!"}},null,{"$f":"C13*Data!C10","v":{"$error":"#REF!"}},null,null,{"$f":"C13*(Data!C11+Data!C12)","v":{"$error":"#REF!"}},{"$nulls":8},{"$f":"C13*Data!#REF!","v":{"$error":"#REF!"}},null,null,null,{"$f":"(E13*E28*20)+(G13*G28)+(J13*J28)+S13","v":{"$error":"#REF!"}}]
[5,"Cost and supply of stone dust for filling",90.8,{"$nulls":15},{"$f":"C14*'Det.Est.'!H21","v":71534.358666666652},null,null,null,{"$f":"SUM(D14:V14)","v":71534.358666666652}]
[4,{"$f":"+'Det. Est.'!B51:F51","v":"Unskilled labour for filling  Stone dust in foundation and Underneath CC pavement  and foundations of side drains, including all labour charges etc., complete"},null,{"$f":"'Det. Est.'!I54","v":0},{"$nulls":18},0]
[5,"Unskilled labour for filling with excavated soils "]
[7,"Granular sub base"]
[8,"Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2  MORD / 305 MORTH.",{"$f":"'Det. Est.'!G60","v":0},{"$nulls":15},{"$f":"C18*'Det. Est.'!H60","v":{"$error":"#REF!"}},null,null,null,{"$f":"SUM(D18:V18)","v":{"$error":"#REF!"}}]
[7,"Supply and collection of Selected Earth including stacking to Departmental gauge for pre measurements for Subgrade (CSSR)",{"$nulls":20},0]
[8,"Engaging Un Skilled Labour for spreading the collected (Selected Earth) material and sectioning  for  Subgrade (RSSR)",{"$nulls":20},0]
[7,"Compaction of collected Selected Earth using 8-10T Power Road Roller with required watering for Subgrade (CSSR)",{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$nulls":15},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},null,null,null,{"$f":"SUM(S21:V21)","v":{"$error":"#REF!"}}]
[8,"Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. Table 400.2",{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$nulls":15},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},null,null,null,{"$error":"#REF!"}]
[9,{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$nulls":15},{"$f":"'Mat statement (MGNREGS)'!C23*Data!H215","v":{"$error":"#REF!"}},null,null,null,{"$error":"#REF!"}]
[10,{"$f":"'Det.Est.'!B23","v":"Construction of  un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing  and including overhead charges & Contractor profit, but excluding GST & Seignorage Charges Technical Specification Clause 1501 MORD including overhead charges & Contractors profit but excluding GST ."},{"$f":"'Det.Est.'!G25","v":0},null,{"$f":"C24*Data!#REF!/1000","v":{"$error":"#REF!"}},null,{"$f":"C24*0.45","v":0},null,{"$f":"C24*0.9","v":0},{"$nulls":9},{"$f":"C24*Data!#REF!","v":{"$error":"#REF!"}},null,null,null,{"$f":"E24*'Lead statement'!O26+G24*Data!F76+'Mat statement (MGNREGS)'!I24*'Mat statement (MGNREGS)'!I28+S24","v":{"$error":"#REF!"}}]
[null,"Total :",null,{"$f":"SUM(D9:D24)","v":905},{"$error":"#REF!"},0,{"$error":"#REF!"},0,{"$error":"#REF!"},{"$error":"#REF!"},{"$error":"#REF!"},0,0,0,0,0,0,0,{"$error":"#REF!"},null,{"$f":"SUM(U9:U24)","v":0},null,{"$f":"SUM(W9:W24)","v":{"$error":"#REF!"}}]
[null,null,null,{"$f":"D25/D28","v":4.6649484536082477},{"$f":"E25*1000/50","v":{"$error":"#REF!"}}]
[null,null,null,{"$f":"D26","v":4.6649484536082477},{"$error":"#REF!"}]
[null,"Cost of each Item",null,194,{"$f":"'Lead statement'!#REF!","v":{"$error":"#REF!"}},null,{"$f":"'Lead statement'!O24","v":898.1},null,{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"'Lead statement'!O15","v":1503.7},null,{"$f":"+'Lead statement'!O19","v":953.7},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"+'Lead statement'!O16","v":2126.1999999999998},{"$nulls":7},{"$f":"W25+D41","v":{"$error":"#REF!"}}]
[null,"Total cost ;",null,{"$f":"ROUND(D27*D28,0)","v":905},{"$f":"ROUND(E27*E28,2)","v":{"$error":"#REF!"}},{"$f":"ROUND(F25*F28,0)","v":0},{"$error":"#REF!"},null,{"$f":"ROUND(I25*I28,0)","v":{"$error":"#REF!"}},{"$error":"#REF!"},{"$error":"#REF!"},null,{"$f":"ROUND(M25*M28,0)","v":0},{"$error":"#REF!"},{"$error":"#REF!"},0,{"$f":"Q25","v":0},0,{"$error":"#REF!"},null,{"$f":"U25","v":0},null,{"$f":"SUM(D29:V29)","v":{"$error":"#REF!"}},{"$f":"W29-W25","v":{"$error":"#REF!"}},{"$f":"'[73]Working Est'!K116","v":2100000},{"$f":"Y29-W29","v":{"$error":"#REF!"}}]
[null,null,null,{"$f":"D31-D29-E29-G29-H29-I29-V29","v":{"$error":"#REF!"}},null,{"$f":"F25*40","v":0},{"$error":"#REF!"},{"$f":"H25*50","v":0},{"$error":"#REF!"},{"$error":"#REF!"},{"$error":"#REF!"},{"$f":"L25*22","v":0},null,{"$f":"N25*50","v":0},null,{"$f":"P25*22","v":0},{"$nulls":6},{"$error":"#REF!"}]
[null,"Sub - Estimate Cost :",null,{"$f":"ROUND(W25,0)","v":{"$error":"#REF!"}}]
[null,"Seigniorage Charges",null,{"$f":"'Seignorage '!J30","v":5044},".",{"$nulls":15},{"$f":"N29+O29+P29+Q29+R29+S29+U29+D41","v":{"$error":"#REF!"}},null,null,"105282+4823",{"$f":"111719-105282","v":6437}]
[null,"ToTal :"]
[null,null,null,{"$f":"#REF!","v":{"$error":"#REF!"}}]
[]
[]
[null," Estimate Cost",null,{"$f":"D31","v":{"$error":"#REF!"}}]
[null,"CW 13 - Seigniorage Charges",null,5044]
[null,"CW 11- Vat @ 5.00 %",null,{"$f":"'Det.Est.'!#REF!+CRDA!I87","v":{"$error":"#REF!"}}]
[null,"CW 12 - Quality control charges @ 0.50%",null,{"$f":"'Det.Est.'!#REF!+CRDA!I88","v":{"$error":"#REF!"}}]
[null,"Storage&Safe guard of Materials @2.50%",null,{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}}]
[null,"NAC @ 0.10%",null,{"$f":"CRDA!I90","v":{"$error":"#REF!"}}]
[null,"CW15 - LS amount for unforeseen items.",null,{"$f":"'Det.Est.'!I50+CRDA!I91+CRDA!I89+E43","v":{"$error":"#REF!"}},2]
[null,"TOTAl :  ",null,{"$f":"SUM(D37:D43)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Asst. Exe. Engineer,",{"$nulls":9},"Deputy Executive Engineer,","Asst. Exe. Engineer,"]
[{"$nulls":6},"MPP (PRI) :: Mangalagiri.",{"$nulls":9},"PRISD :: Mangalagiri.","MPP :: Mangalagiri."]

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["MATERIAL STATEMENT - 1st & Part Bill (CRDA SHARE)"]
[null,"Name of the Work","::",{"$f":"'Lead statement'!D3","v":"Providing Interlocking pavers road from Lanke seshagiri rao (H) to kokkiligadda varma (H)  in Duggirala (V&M)."}]
[{"$nulls":9},{"$f":"Cover!E33","v":"Estimate Cost :: Rs."},{"$f":"Cover!F33","v":1.7},null,null,null,{"$f":"'Lead statement'!J4","v":"Estimate Cost  ::  Rs. "},{"$f":"Cover!F33","v":1.7},"Lakhs",{"$f":"'Lead statement'!#REF!","v":{"$error":"#REF!"}}]
[null,null,null,"CW01","CW02","CW03","CW04","CW05","CW07","CW08","CW09","CW10",{"$nulls":9},"CW13","TOTAL"]
["Sl\n No.","Description of Item","Quantity","Wage component in Rs.","Matrerial Component",{"$nulls":6},"Others",{"$nulls":9},"Seigniorage Charges\nin Rs."]
[{"$nulls":4},"Cement in Mts","Sand for filling","Sand for Mortar","Gr. II HBG Metal","20mm & 12mm   HBG Chips","40mm & 20mm HBG Metal","40mm HBG Metal","GSB",null,null,null,"20mm HBG metal","Name Board",null,"Laying of M10 / M15 / M30","Laying of M30 CC pavement"]
[{"$nulls":11},"Gravel","Stondust","Stone Dust","Compaction",null,null,"Laying of 1:4:8",null,null,"Steel in MTs"]
[1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,12,18,13,20,22,20,14]
[1,{"$f":"'Det.Est.'!B23","v":"Construction of  un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing  and including overhead charges & Contractor profit, but excluding GST & Seignorage Charges Technical Specification Clause 1501 MORD including overhead charges & Contractors profit but excluding GST ."},{"$f":"CRDA!G83","v":0},null,{"$f":"C9*Data!#REF!/1000","v":{"$error":"#REF!"}},null,{"$f":"C9*0.45","v":0},null,{"$f":"C9*0.9","v":0},{"$nulls":9},{"$f":"C9*Data!#REF!","v":{"$error":"#REF!"}},null,null,null,{"$f":"E9*'Lead statement'!O26+G9*Data!F76+'Mat statement (CRDA)'!I9*'Mat statement (CRDA)'!I13+S9","v":{"$error":"#REF!"}}]
[null,"Total :",null,{"$f":"SUM(D9)","v":0},{"$error":"#REF!"},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$error":"#REF!"},null,{"$f":"SUM(U9)","v":0},null,{"$f":"SUM(W9)","v":{"$error":"#REF!"}}]
[null,null,null,{"$f":"D10/D13","v":0},{"$f":"E10*1000/50","v":{"$error":"#REF!"}}]
[null,null,null,{"$f":"D11","v":0},{"$error":"#REF!"}]
[null,"Cost of each Item",null,194,{"$f":"'Lead statement'!#REF!","v":{"$error":"#REF!"}},null,{"$f":"'Lead statement'!O24","v":898.1},null,{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"'Lead statement'!O15","v":1503.7},null,{"$f":"+'Lead statement'!O19","v":953.7},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"+'Lead statement'!O16","v":2126.1999999999998},{"$nulls":7},{"$f":"W10+D26","v":{"$error":"#REF!"}}]
[null,"Total cost ;",null,{"$f":"ROUND(D12*D13,0)","v":0},{"$f":"ROUND(E12*E13,2)","v":{"$error":"#REF!"}},{"$f":"ROUND(F10*F13,0)","v":0},{"$f":"ROUND(G10*G13,2)","v":0},null,{"$f":"ROUND(I10*I13,2)","v":{"$error":"#REF!"}},{"$f":"ROUND(J10*J13,0)","v":{"$error":"#REF!"}},0,null,{"$f":"ROUND(M10*M13,0)","v":0},{"$error":"#REF!"},{"$error":"#REF!"},0,{"$f":"Q10","v":0},0,{"$error":"#REF!"},null,{"$f":"U10","v":0},null,{"$f":"SUM(D14:V14)","v":{"$error":"#REF!"}},{"$f":"W14-W10","v":{"$error":"#REF!"}},{"$f":"'[73]Working Est'!K116","v":2100000},{"$f":"Y14-W14","v":{"$error":"#REF!"}}]
[null,null,null,{"$f":"D16-D14-E14-G14-H14-I14-V14","v":{"$error":"#REF!"}},null,{"$f":"F10*40","v":0},0,{"$f":"H10*50","v":0},0,0,0,{"$f":"L10*22","v":0},null,{"$f":"N10*50","v":0},null,{"$f":"P10*22","v":0},{"$nulls":6},{"$error":"#REF!"}]
[null,"Sub - Estimate Cost :",null,{"$f":"ROUND(W10,0)","v":{"$error":"#REF!"}}]
[null,"Seigniorage Charges",null,{"$f":"'Seignorage '!J30","v":5044},".",{"$nulls":15},{"$f":"N14+O14+P14+Q14+R14+S14+U14+D26","v":{"$error":"#REF!"}},null,null,"105282+4823",{"$f":"111719-105282","v":6437}]
[null,"ToTal :"]
[null,null,null,{"$f":"#REF!","v":{"$error":"#REF!"}}]
[]
[]
[null," Estimate Cost",null,{"$f":"D16","v":{"$error":"#REF!"}}]
[null,"CW 13 - Seigniorage Charges",null,5044]
[null,"CW 11- Vat @ 5.00 %",null,{"$f":"'Det.Est.'!#REF!+CRDA!I87","v":{"$error":"#REF!"}}]
[null,"CW 12 - Quality control charges @ 0.50%",null,{"$f":"'Det.Est.'!#REF!+CRDA!I88","v":{"$error":"#REF!"}}]
[null,"Storage&Safe guard of Materials @2.50%",null,{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}}]
[null,"NAC @ 0.10%",null,{"$f":"CRDA!I90","v":{"$error":"#REF!"}}]
[null,"CW15 - LS amount for unforeseen items.",null,{"$f":"'Det.Est.'!I50+CRDA!I91+CRDA!I89+E28","v":{"$error":"#REF!"}},2]
[null,"TOTAl :  ",null,{"$f":"SUM(D22:D28)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Asst. Exe. Engineer,",{"$nulls":9},"Deputy Executive Engineer,","Asst. Exe. Engineer,"]
[{"$nulls":6},"MPP (PRI) :: Mangalagiri.",{"$nulls":9},"PRISD :: Mangalagiri.","MPP :: Mangalagiri."]

{"sheet":"CC Bill(CRDA) (Material)","index":6,"n_rows":187,"n_cols":14,"rows_kept":187,"cut":false,"hidden":true,"merged":[[183,1,183,8],[184,1,184,8],[185,1,185,8],[186,1,186,8],[12,3,13,3],[12,4,13,4],[47,4,48,4],[107,4,108,4],[12,5,13,5],[47,5,48,5],[107,5,108,5],[45,0,46,8],[105,0,106,8],[178,0,178,8],[179,1,179,8],[180,1,180,8],[181,1,181,8],[182,1,182,8],[144,0,144,3],[147,2,147,3],[148,2,148,3],[171,0,171,8],[177,0,177,8],[107,0,107,2],[107,6,107,7],[114,1,114,3],[143,0,143,3],[143,5,143,8],[1,4,1,8],[3,3,3,8],[12,0,12,2],[12,6,12,7],[47,0,47,2],[47,6,47,7],[5,5,6,8]]}
["L.F.Form No 91"]
["Z.P. & P.S.No. 13 ( Full Sheet)",null,null,null,"MATERIAL STATEMENT - BILL"]
[{"$nulls":5},{"$f":"'[386]CC Bill(CRDA)'!F3","v":"PART B  -  CRDA"}]
["Name of Work",null,":",{"$f":"'CC Bill(MGNREGS) (Material)'!D4:I4","v":"Providing Interlocking pavers road from Lanke seshagiri rao (H) to kokkiligadda varma (H)  in Duggirala (V&M)."}]
["Name of Contractor",null,":",{"$f":"'CC Bill(MGNREGS) (Material)'!D5","v":"Grampanchayat, Yerrabalem(V)"},null,{"$f":"[386]Cover!E12","v":"WORK ID ::"},{"$f":"'CC Bill(MGNREGS) (Material)'!G5","v":"077041205003080009"}]
["Voucher",null,":",null,null,"MGNREGS in Convergence with CRDA Funds Grant"]
["Last Certificate if any",null,":"]
["Month",null,":"]
["Number in and month of the last Schedules, if any"]
["Mandal","Mangalagiri",null,"Est Cost Rs:",{"$f":"'[386]CC Bill(MGNREGS)'!E10","v":"10.00"},"Lakhs","Voucher No."]
["Oversee's No",null,null,"Authority.",null,null,"Covering List No."]
[{"$f":"'CC Bill(MGNREGS) (Material)'!A12","v":"M.Book No. :: 1933/ B /PRI / 2015 - 16"},{"$nulls":5},"Schedule No."]
["Quantity Executed Supplied",null,null,"ITEMS","Rate\nRs.   Ps.","Per","Amount"]
["Upto Date","Since Last Certificate","Mile",null,null,null,"Upto Date\nRs.      Ps.","Since Last Certificate\nRs.        Ps.","Remarks"]
[1,2,3,4,5,6,7,8,9]
[]
[]
[null,null,null,"PART - B   (CRDA  SHARE)"]
[{"$f":"'Mat statement (CRDA)'!E11","v":{"$error":"#REF!"}},{"$f":"A19","v":{"$error":"#REF!"}},1,"CW 02 - Cost of Cement",240,1,{"$f":"ROUND(A19*E19/F19,2)","v":{"$error":"#REF!"}},{"$f":"ROUND(B19*E19/F19,2)","v":{"$error":"#REF!"}}]
[{"$f":"'Mat statement (CRDA)'!G10","v":0},0,2,"CW04.sand for mortar",{"$f":"'Mat statement (CRDA)'!G13","v":898.1},1,0,0]
[{"$f":"'Mat statement (CRDA)'!I10","v":0},0,3,"CW07.20mm to 12mm HBG/HBT graded Metal:Consisting of 20mm metal 60% and12mm metal 40%",{"$f":"'Mat statement (CRDA)'!I13","v":{"$error":"#REF!"}},1,{"$error":"#REF!"},{"$error":"#REF!"}]
[{"$f":"'Mat statement (CRDA)'!C9","v":0},0,4,"CW 10 - Costruction of un reinforced dowel jointed at  Expansion and construction  joint only plain cement concrete pavement , thicknees as per design over a perpared sub base, with 43 / 53 grade  cement or any  other type using nominal mix of VCC(1:2:4) equivalent to M20 mix coarse and fine  aggregates conforming  to IS : 383, maximum size of coarse aggregate not lesst than 0.20 cum capacity and 25m ,MIxied in a concrete mixer of not  less thand 0.20 cum capacity and appropriate weigh batcher using approved mix desigan laid in approved fixed side from work ( steel channel, laying  andfixing the of 125 mircon thick polythene film, wedges, steel p;ates including levelling  the from work per drawing ) spreadiang the  concrete with shovels, rakes, pate vibrators and finished  in contunous poeration inclluding provision of contraction and expansion construction joints  curing of concrete slabs for 14days grade as per drwaing and Technical Specification clause 1501.22 including  over haead & contractors prifit but exeluding VAT & seingnorage charges for Cement Concrete Pavement",{"$f":"Data!#REF!","v":{"$error":"#REF!"}},1,{"$error":"#REF!"},{"$error":"#REF!"}]
{"$rows_empty":22}
[{"$nulls":6},{"$f":"SUM(G19:G44)","v":{"$error":"#REF!"}},{"$error":"#REF!"},"(PTO)"]
["CONTRACT CERTIFICATE"]
[]
["Quantity Executed Supplied",null,null,"ITEMS","Rate Rs.","Per","Amount"]
["Upto Date","Since Last Certificate","Mile",null,null,null,"Upto Date Rs.","Since Last Certificate Rs.","Remarks"]
[1,2,3,4,5,6,7,8,9]
[{"$nulls":5},"B.F.",{"$f":"G45","v":{"$error":"#REF!"}},{"$error":"#REF!"}]
[{"$nulls":10},{"$f":"#REF!-#REF!","v":{"$error":"#REF!"}}]
[]
[{"$nulls":10},{"$f":"#REF!-#REF!","v":{"$error":"#REF!"}}]
{"$rows_empty":50}
[{"$nulls":6},{"$f":"SUM(G51:G102)","v":{"$error":"#REF!"}},{"$error":"#REF!"},"(PTO)",null,{"$f":"'[385]CC Bill(MGNREGS)'!G46","v":120829.14},null,{"$f":"G105+K105","v":{"$error":"#REF!"}}]
["CONTRACT CERTIFICATE"]
[]
["Quantity Executed Supplied",null,null,"ITEMS","Rate Rs.","Per","Amount"]
["Upto Date","Since Last Certificate","Mile",null,null,null,"Upto Date Rs.","Since Last Certificate Rs.","Remarks"]
[1,2,3,4,5,6,7,8,9]
[{"$nulls":5},"B.F.",{"$f":"G105","v":{"$error":"#REF!"}},{"$error":"#REF!"},null,null,{"$f":"'[388]CC Bill (Vouchers)'!H60","v":112626.14},{"$f":"H111-K111","v":{"$error":"#REF!"}},null,{"$f":"G111-H111","v":{"$error":"#REF!"}}]
[{"$nulls":10},{"$f":"H111","v":{"$error":"#REF!"}}]
[]
[]
[null,"Seignorage charges  Rs.             /-     vp   "]
{"$rows_empty":22}
[null,null,null,"   Total value of work done or supplies made to date deduct values of work or supplies shown on last certificate",null,null,{"$f":"SUM(G111:G137)","v":{"$error":"#REF!"}},{"$error":"#REF!"}]
[null,null,null,"   Net Value of work of supplies since Last Certificate"]
[]
[]
["Signature of Contractor:",{"$nulls":5},"Date:"]
[]
["Certified that the proceeding claim is correct that necessary measurement have been made by me on \n                                        and recorded on pages \n                        of Measurement Book No.\nand that the Duty                              work has been satisfactiorily performed",{"$nulls":4},"Check Measurement Certificate\nWork had Certified that the Materials were Checked"]
["Certified that the materials billed for have been received and brought to account",{"$nulls":4},"Measured by me on (Dates) "]
[]
[]
[null,null,"Assistant Executive Engineer,"]
[null,null,"MPP(PRI) :: Mangalagiri."]
["Date",null,null,"Officer Incharge",null,"Dated",null,"Designation"]
["MEMORANDUM OF PAYMENT MADE",{"$nulls":5},"Rs","   Ps.          Rs.","Ps."]
["Total value of work done:"]
["Amount of previous payments from last certificate No.              of"]
["forworded with account for"]
["Fines and other deductions upto date"]
[null,null,null,"By Cash","Rs."]
["Payments now made",null,null,"By Cheque No                  of"]
[null,null,null,"By value of stock supplied"]
[{"$nulls":6},"Balance Value"]
[]
["Allotment for the Year",null,null,null,"Rs.","Ps."]
["Expenditure including this bill"]
["Balance available"]
[]
["PAY RUPEES (…………………………………………………….) RECEIVED RUPEES(………………………………..)"]
[{"$nulls":4},"Only as final payment in settlement or and demand"]
[{"$nulls":4},"……………………………………………………………"]
[{"$nulls":4},"……………………………………………………………"]
[{"$nulls":4},"Witness : ………………………………………………."]
["Head Clerk or",null,null,"President or"]
["Hd.Accountant",null,null,"Engineer",null,null,"Date :"]
["INTERNACULR"]
[{"$nulls":7},"AUDIT ENFACEMENT"]
[{"$nulls":7},"Admitted Rs."]
[{"$nulls":7},"Objected to Rs."]
[{"$nulls":7},"Total Rs."]
[{"$nulls":6},"Dated ……………2006      Auditor"]
["DISTRICT ENGINEERS REMARKS"]
["NOTES"]
[1,"This form is intended for use in the case of running account i.e. for works in progress or supplies in course of delivery when the liability is discharged in full single payment Form No. 38A should be used"]
[2,"Payment will be made only upto nineteenths of total value of the work done. The balance being returned as security both for the due performance of the contract or to cover possible over payment which may be deducted on check measurement in the case of work whose estimated cost does not exceed Rs. 50, payment may be made in full on the measuring officers certificate subject to subsequent check measuring authority"]
[3,"In calculating the amount of each item due to the contract in the bill sum of six paise or less shall be committed and sum exceeding six paise upto one anna shall be recorded as one anna"]
[4,"Payment made in case of sums exceeding Rs. 100 should be attested by two witness and for smaller sums by one witness payment made by cheque or to recognised firms or winstitution need not be if witnessed."]
[5,"When the payee signs in the vernacular, amount acknowledged should be noted in the same vernacular as well as in English."]
[6,"In the case other than well known firms all parties must sign if there be more than one contractor or the payees must produce a power of attorny from the firm."]
[7,"No contract certificate bearing on reuses should be accepted, if anty corrections are necessary, the figures should nearly scored out and initialised by the office concerned in the case or corrections made in the Engineer office the Head accountant may be authorised to attest those due clericalerros etc out the Engineer should affix hs initials to all correction in the rate column as well as those in the total the bills and the pass order. This rule applies MUTATIS MUTANDIS to payment from miscellaneous grants."]
[8,"In case in which the materials bined for are taken over charges by an officer other than the officer signing the certificate at form of the bill the names of the former should be noted in the remarks columns of bill necessary amendment being made at the same time in the excluding portion of the certificate relating so materials."]

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["L.F.Form No 91",null,null,null,"CC  1st & Part  Bill"]
["Z.P. & P.S.No. 13 ( Full Sheet)"]
[{"$nulls":5},{"$f":"'[386]Mat statement (Bill)'!B17","v":"PART B  -  CRDA"}]
["Name of Work",null,":",{"$f":"'[389]CC Bill(MGNREGS)'!D4:I4","v":"Providing internal CC roads from Tadiboina Koteswara Rao (H) to Market Yard in Yerrabalem (V)  of Mangalagiri(M)"}]
["Name of Contractor",null,":",{"$f":"'[389]CC Bill(MGNREGS)'!D5","v":"Grampanchayat, Yerrabalem(V)"},null,{"$f":"[386]Cover!E12","v":"WORK ID ::"},{"$f":"'[389]CC Bill(MGNREGS)'!G5","v":"077041205003080009"}]
["Voucher",null,":",null,null,"MGNREGS in Convergence with CRDA Funds Grant"]
["Last Certificate if any",null,":"]
["Month",null,":"]
["Number in and month of the last Schedules, if any"]
["Mandal","Mangalagiri",null,"Est Cost Rs:",{"$f":"'[387]CC Bill(MGNREGS)'!E10","v":"10.00"},"Lakhs","Voucher No."]
["Oversee's No",null,null,"Authority.",null,null,"Covering List No."]
[{"$f":"[389]MGNREGS!B3","v":"M.Book No. :: 1933 / B / PRI / 2015 - 16"},{"$nulls":5},"Schedule No."]
["Quantity Executed Supplied",null,null,"ITEMS","Rate\nRs.   Ps.","Per","Amount"]
["Upto Date","Since Last Certificate","Mile",null,null,null,"Upto Date\nRs.      Ps.","Since Last Certificate\nRs.        Ps.","Remarks"]
[1,2,3,4,5,6,7,8,9]
[]
[]
[null,null,null,"PART - A  -  CRDA"]
[{"$f":"CRDA!G83","v":0},{"$f":"A19","v":0},1,{"$f":"[389]CRDA!B84","v":"Construction of un reinforced, M30 Grade mix, plain cement concrete pavement , thickness as per design over a prepared sub base, with 43 / 53 grade  cement, and using coarse and fine  aggregates conforming  to IS :383, approved admixtures  and mixed in a"},{"$f":"CRDA!H83","v":5727.44},1,{"$f":"ROUND(A19*E19/F19,2)","v":0},{"$f":"ROUND(B19*E19/F19,2)","v":0}]
{"$rows_empty":13}
[{"$nulls":6},{"$f":"SUM(G17:G28)","v":0},0,"(PTO)",null,{"$f":"H33+'[386]CC Bill(MGNREGS)'!H40","v":437683.56}]
["CONTRACT CERTIFICATE"]
[]
["Quantity Executed Supplied",null,null,"ITEMS","Rate Rs.","Per","Amount"]
["Upto Date","Since Last Certificate","Mile",null,null,null,"Upto Date Rs.","Since Last Certificate Rs.","Remarks"]
[1,2,3,4,5,6,7,8,9]
[{"$nulls":5},"B.F.",{"$f":"G33","v":0},0]
[{"$nulls":10},{"$f":"G27-H27","v":0}]
[]
[{"$nulls":10},{"$f":"G19-H19","v":0}]
{"$rows_empty":49}
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["CONTRACT CERTIFICATE"]
[]
["Quantity Executed Supplied",null,null,"ITEMS","Rate Rs.","Per","Amount"]
["Upto Date","Since Last Certificate","Mile",null,null,null,"Upto Date Rs.","Since Last Certificate Rs.","Remarks"]
[1,2,3,4,5,6,7,8,9]
[{"$nulls":5},"B.F.",{"$f":"G92","v":0},0,null,null,{"$f":"'[388]CC Bill (Vouchers)'!H60","v":112626.14},{"$f":"H98-K98","v":-112626.14},null,{"$f":"G98-H98","v":0}]
[{"$nulls":10},{"$f":"H98","v":0}]
[]
[]
[null,"Seignorage charges  Rs.                 /-     vp   "]
{"$rows_empty":21}
[null,null,null,"   Total value of work done or supplies made to date deduct values of work or supplies shown on last certificate",null,null,{"$f":"SUM(G98:G123)","v":0},0]
[null,null,null,"   Net Value of work of supplies since Last Certificate"]
[]
[]
["Signature of Contractor:",{"$nulls":5},"Date:"]
[]
["Certified that the proceeding claim is correct that necessary measurement have been made by me on \n                                        and recorded on pages \n                        of Measurement Book No.\nand that the Duty                              work has been satisfactiorily performed",{"$nulls":4},"Check Measurement Certificate\nWork had Certified that the Materials were Checked"]
["Certified that the materials billed for have been received and brought to account",{"$nulls":4},"Measured by me on (Dates) "]
[]
[]
[null,null,"Assistant Executive Engineer,"]
[null,null,"MPP(PRI) :: Mangalagiri."]
["Date",null,null,"Officer Incharge",null,"Dated",null,"Designation"]
["MEMORANDUM OF PAYMENT MADE",{"$nulls":5},"Rs","   Ps.          Rs.","Ps."]
["Total value of work done:"]
["Amount of previous payments from last certificate No.              of"]
["forworded with account for"]
["Fines and other deductions upto date"]
[null,null,null,"By Cash","Rs."]
["Payments now made",null,null,"By Cheque No                  of"]
[null,null,null,"By value of stock supplied"]
[{"$nulls":6},"Balance Value"]
[]
["Allotment for the Year",null,null,null,"Rs.","Ps."]
["Expenditure including this bill"]
["Balance available"]
[]
["PAY RUPEES (…………………………………………………….) RECEIVED RUPEES(………………………………..)"]
[{"$nulls":4},"Only as final payment in settlement or and demand"]
[{"$nulls":4},"……………………………………………………………"]
[{"$nulls":4},"……………………………………………………………"]
[{"$nulls":4},"Witness : ………………………………………………."]
["Head Clerk or",null,null,"President or"]
["Hd.Accountant",null,null,"Engineer",null,null,"Date :"]
["INTERNACULR"]
[{"$nulls":7},"AUDIT ENFACEMENT"]
[{"$nulls":7},"Admitted Rs."]
[{"$nulls":7},"Objected to Rs."]
[{"$nulls":7},"Total Rs."]
[{"$nulls":6},"Dated ……………2006      Auditor"]
["DISTRICT ENGINEERS REMARKS"]
["NOTES"]
[1,"This form is intended for use in the case of running account i.e. for works in progress or supplies in course of delivery when the liability is discharged in full single payment Form No. 38A should be used"]
[2,"Payment will be made only upto nineteenths of total value of the work done. The balance being returned as security both for the due performance of the contract or to cover possible over payment which may be deducted on check measurement in the case of work whose estimated cost does not exceed Rs. 50, payment may be made in full on the measuring officers certificate subject to subsequent check measuring authority"]
[3,"In calculating the amount of each item due to the contract in the bill sum of six paise or less shall be committed and sum exceeding six paise upto one anna shall be recorded as one anna"]
[4,"Payment made in case of sums exceeding Rs. 100 should be attested by two witness and for smaller sums by one witness payment made by cheque or to recognised firms or winstitution need not be if witnessed."]
[5,"When the payee signs in the vernacular, amount acknowledged should be noted in the same vernacular as well as in English."]
[6,"In the case other than well known firms all parties must sign if there be more than one contractor or the payees must produce a power of attorny from the firm."]
[7,"No contract certificate bearing on reuses should be accepted, if anty corrections are necessary, the figures should nearly scored out and initialised by the office concerned in the case or corrections made in the Engineer office the Head accountant may be authorised to attest those due clericalerros etc out the Engineer should affix hs initials to all correction in the rate column as well as those in the total the bills and the pass order. This rule applies MUTATIS MUTANDIS to payment from miscellaneous grants."]
[8,"In case in which the materials bined for are taken over charges by an officer other than the officer signing the certificate at form of the bill the names of the former should be noted in the remarks columns of bill necessary amendment being made at the same time in the excluding portion of the certificate relating so materials."]

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["L.F.Form No 91",null,null,null,"CC  1st & Part  Bill"]
["Z.P. & P.S.No. 13 ( Full Sheet)"]
[{"$nulls":5},{"$f":"'[385]wor. Est.'!A5","v":"PART - A   (MGNREGS SHARE)"}]
["Name of Work",null,":",{"$f":"[389]MGNREGS!C2","v":"Providing internal CC roads from Tadiboina Koteswara Rao (H) to Market Yard in Yerrabalem (V)  of Mangalagiri(M)"}]
["Name of Contractor",null,":","Grampanchayat, Yerrabalem(V)",null,{"$f":"[386]Cover!E12","v":"WORK ID ::"},{"$f":"[389]Cover!F12","v":"077041205003080009"}]
["Voucher",null,":",null,null,"MGNREGS in Convergence with CRDA Funds Grant"]
["Last Certificate if any",null,":"]
["Month",null,":"]
["Number in and month of the last Schedules, if any"]
["Mandal","Mangalagiri",null,"Est Cost Rs:",{"$f":"[387]MGNREGS!H3","v":"10.00"},"Lakhs","Voucher No."]
["Oversee's No",null,null,"Authority.",null,null,"Covering List No."]
["M.Book No. :: 1933/ B /PRI / 2015 - 16",{"$nulls":5},"Schedule No."]
["Quantity Executed Supplied",null,null,"ITEMS","Rate\nRs.   Ps.","Per","Amount"]
["Upto Date","Since Last Certificate","Mile",null,null,null,"Upto Date\nRs.      Ps.","Since Last Certificate\nRs.        Ps.","Remarks"]
[1,2,3,4,5,6,7,8,9]
[]
[]
[null,null,null,{"$f":"'[385]wor. Est.'!A5","v":"PART - A   (MGNREGS SHARE)"}]
[{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$f":"A19","v":{"$error":"#REF!"}},1,{"$f":"[389]MGNREGS!B12","v":"Unskilled labour for Earth work exevation and depositing the soil on banks with an initial lead and lift in all soils etc., complete."},{"$f":"'Det.Est.'!H9","v":244.608},1,{"$f":"ROUND(A19*E19/F19,2)","v":{"$error":"#REF!"}},{"$f":"ROUND(B19*E19/F19,2)","v":{"$error":"#REF!"}}]
[{"$f":"'Det.Est.'!G13","v":3.7},3.7,2,{"$f":"[389]MGNREGS!B37","v":"Providing plain cement concrete M10 mix using 40mm to 20 mm Graded  HBG crushed Metal with 220 Kgs of cement per 1cum of concrete,  including C/c of all materials, curing ,labour charges etc., complete as per drawings & tech. specifications  Clause 802, 8"},{"$f":"'Det.Est.'!H13","v":4497.6900000000005},1,16641.45,16641.45]
[{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"},3,{"$f":"[389]MGNREGS!B56","v":"Providing plain cement concrete M10 mix using 40mm to 20 mm Graded  HBG crushed Metal with 220 Kgs of cement per 1cum of concrete,  including C/c of all materials, curing ,labour charges etc., complete as per drawings & tech. specifications  Clause 802, 8"},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},1,{"$error":"#REF!"},{"$error":"#REF!"}]
[{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$f":"[389]MGNREGS!G141","v":0.73},4,{"$f":"[389]MGNREGS!B137","v":"Laying of M15 nominal mix using 66% of 20 mm HBG Metal and 33% of 12mm HBG Metal including Cost and Conveyance of all materials, Centering and Labour Charges and Curing for Side Drains as Per the Section Covered in guidelines for Drainwalls on roadside an"},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},1,{"$error":"#REF!"},{"$error":"#REF!"}]
[{"$f":"'Det.Est.'!G21","v":34.97},{"$f":"A23","v":34.97},5,{"$f":"[389]MGNREGS!B143","v":"Cost and supply of stone dust  for  including Cost and  conveyance of all materials and labour charges for loading unloading charges etc , complete for foundation of"},{"$f":"'Det.Est.'!H21","v":787.82333333333327},1,27550.18,27550.18]
[{"$f":"'Det.Est.'!G25","v":0},0,6,{"$f":"[389]MGNREGS!B214","v":"Construction of un reinforced, M30 Grade mix, plain cement concrete pavement , thickness as per design over a prepared sub base, with 43 / 53 grade  cement, and using coarse and fine  aggregates conforming  to IS :383, approved admixtures  and mixed in a"},{"$f":"'Det.Est.'!H25","v":5727.44},1,0,0]
[{"$f":"'Mat statement (MGNREGS)'!C23","v":{"$error":"#REF!"}},{"$f":"'Mat statement (MGNREGS)'!C23","v":{"$error":"#REF!"}},7,{"$f":"'Mat statement (MGNREGS)'!B23","v":{"$error":"#REF!"}},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},1,{"$error":"#REF!"},{"$error":"#REF!"}]
{"$rows_empty":9}
[{"$nulls":6},{"$f":"SUM(G17:G28)","v":{"$error":"#REF!"}},{"$error":"#REF!"},"(PTO)"]
["CONTRACT CERTIFICATE"]
[]
["Quantity Executed Supplied",null,null,"ITEMS","Rate Rs.","Per","Amount"]
["Upto Date","Since Last Certificate","Mile",null,null,null,"Upto Date Rs.","Since Last Certificate Rs.","Remarks"]
[1,2,3,4,5,6,7,8,9]
[{"$nulls":5},"B.F.",{"$f":"G35","v":{"$error":"#REF!"}},{"$error":"#REF!"}]
[{"$nulls":10},{"$f":"#REF!-#REF!","v":{"$error":"#REF!"}}]
[]
[{"$nulls":10},{"$f":"G44-H44","v":0}]
{"$rows_empty":45}
[{"$nulls":6},{"$f":"SUM(G41:G87)","v":{"$error":"#REF!"}},{"$error":"#REF!"},"(PTO)"]
["CONTRACT CERTIFICATE"]
[]
["Quantity Executed Supplied",null,null,"ITEMS","Rate Rs.","Per","Amount"]
["Upto Date","Since Last Certificate","Mile",null,null,null,"Upto Date Rs.","Since Last Certificate Rs.","Remarks"]
[1,2,3,4,5,6,7,8,9]
[{"$nulls":5},"B.F.",{"$f":"G90","v":{"$error":"#REF!"}},{"$error":"#REF!"},null,null,{"$f":"'[388]CC Bill (Vouchers)'!H60","v":112626.14},{"$f":"H96-K96","v":{"$error":"#REF!"}},null,{"$f":"G96-H96","v":{"$error":"#REF!"}}]
[{"$nulls":10},{"$f":"H96","v":{"$error":"#REF!"}}]
[]
[]
[null,"Seignorage charges  Rs.             /-     vp   "]
{"$rows_empty":21}
[null,null,null,"   Total value of work done or supplies made to date deduct values of work or supplies shown on last certificate",null,null,{"$f":"SUM(G96:G121)","v":{"$error":"#REF!"}},{"$error":"#REF!"}]
[null,null,null,"   Net Value of work of supplies since Last Certificate"]
[]
[]
["Signature of Contractor:",{"$nulls":5},"Date:"]
[]
["Certified that the proceeding claim is correct that necessary measurement have been made by me on \n                                        and recorded on pages \n                        of Measurement Book No.\nand that the Duty                              work has been satisfactiorily performed",{"$nulls":4},"Check Measurement Certificate\nWork had Certified that the Materials were Checked"]
["Certified that the materials billed for have been received and brought to account",{"$nulls":4},"Measured by me on (Dates) "]
[]
[]
[null,null,"Assistant Executive Engineer,"]
[null,null,"MPP(PRI) :: Mangalagiri."]
["Date",null,null,"Officer Incharge",null,"Dated",null,"Designation"]
["MEMORANDUM OF PAYMENT MADE",{"$nulls":5},"Rs","   Ps.          Rs.","Ps."]
["Total value of work done:"]
["Amount of previous payments from last certificate No.              of"]
["forworded with account for"]
["Fines and other deductions upto date"]
[null,null,null,"By Cash","Rs."]
["Payments now made",null,null,"By Cheque No                  of"]
[null,null,null,"By value of stock supplied"]
[{"$nulls":6},"Balance Value"]
[]
["Allotment for the Year",null,null,null,"Rs.","Ps."]
["Expenditure including this bill"]
["Balance available"]
[]
["PAY RUPEES (…………………………………………………….) RECEIVED RUPEES(………………………………..)"]
[{"$nulls":4},"Only as final payment in settlement or and demand"]
[{"$nulls":4},"……………………………………………………………"]
[{"$nulls":4},"……………………………………………………………"]
[{"$nulls":4},"Witness : ………………………………………………."]
["Head Clerk or",null,null,"President or"]
["Hd.Accountant",null,null,"Engineer",null,null,"Date :"]
["INTERNACULR"]
[{"$nulls":7},"AUDIT ENFACEMENT"]
[{"$nulls":7},"Admitted Rs."]
[{"$nulls":7},"Objected to Rs."]
[{"$nulls":7},"Total Rs."]
[{"$nulls":6},"Dated ……………2006      Auditor"]
["DISTRICT ENGINEERS REMARKS"]
["NOTES"]
[1,"This form is intended for use in the case of running account i.e. for works in progress or supplies in course of delivery when the liability is discharged in full single payment Form No. 38A should be used"]
[2,"Payment will be made only upto nineteenths of total value of the work done. The balance being returned as security both for the due performance of the contract or to cover possible over payment which may be deducted on check measurement in the case of work whose estimated cost does not exceed Rs. 50, payment may be made in full on the measuring officers certificate subject to subsequent check measuring authority"]
[3,"In calculating the amount of each item due to the contract in the bill sum of six paise or less shall be committed and sum exceeding six paise upto one anna shall be recorded as one anna"]
[4,"Payment made in case of sums exceeding Rs. 100 should be attested by two witness and for smaller sums by one witness payment made by cheque or to recognised firms or winstitution need not be if witnessed."]
[5,"When the payee signs in the vernacular, amount acknowledged should be noted in the same vernacular as well as in English."]
[6,"In the case other than well known firms all parties must sign if there be more than one contractor or the payees must produce a power of attorny from the firm."]
[7,"No contract certificate bearing on reuses should be accepted, if anty corrections are necessary, the figures should nearly scored out and initialised by the office concerned in the case or corrections made in the Engineer office the Head accountant may be authorised to attest those due clericalerros etc out the Engineer should affix hs initials to all correction in the rate column as well as those in the total the bills and the pass order. This rule applies MUTATIS MUTANDIS to payment from miscellaneous grants."]
[8,"In case in which the materials bined for are taken over charges by an officer other than the officer signing the certificate at form of the bill the names of the former should be noted in the remarks columns of bill necessary amendment being made at the same time in the excluding portion of the certificate relating so materials."]

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["Seigniorage Charges (MGNREGS + CRDA)"]
[null,{"$f":"'Lead statement'!C3","v":"Name of the Work ::"},{"$f":"'Lead statement'!D3","v":"Providing Interlocking pavers road from Lanke seshagiri rao (H) to kokkiligadda varma (H)  in Duggirala (V&M)."}]
["Sl No.","Descripition of Item","Qty.","Earth","Sand","Metal",null,null,null,"Cement"]
[{"$nulls":5},"stone dust","40 - 20 mm metal","60%-40mm & 40%-20-10mm chips","20-12mm chips"]
[]
[null,"PART A - MGNREGS"]
[1,"Earth work exevation and depositing for drain",{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$f":"C7","v":{"$error":"#REF!"}}]
[2,"Selected Earth",null,0]
[3,"Plain cement concrete M10 for shoe wall & Screen walls",{"$f":"'Det.Est.'!G13+'Det.Est.'!#REF!","v":{"$error":"#REF!"}},null,{"$f":"C9*0.45","v":{"$error":"#REF!"}},null,{"$f":"C9*0.9","v":{"$error":"#REF!"}},null,null,{"$f":"ROUND(C9*Data!C9*1000,2)","v":{"$error":"#REF!"}}]
[4,"plain cement concrete M10 for screen wall"]
[4,"Plain cement concrete M15 for bed concrete & Body walls",{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},null,{"$f":"C11*0.45","v":{"$error":"#REF!"}},null,null,null,{"$f":"C11*0.9","v":{"$error":"#REF!"}},{"$f":"ROUND(C11*Data!#REF!*1000,2)","v":{"$error":"#REF!"}}]
[6,"plain cement concrete M15 for body walls",null,null,{"$f":"C12*0.48","v":0},null,{"$f":"C12*0.9","v":0},null,null,{"$f":"ROUND(C12*Data!C110*1000,2)","v":0}]
[5,"Cost and supply of stonedust for side berms and foundation of drain",90.8,null,null,{"$f":"C13","v":90.8}]
[8,"Providing CC (1:4:8) using 40mm HBG metal for road",null,null,{"$f":"C14*0.45","v":0},null,null,null,{"$f":"C14*0.9","v":0},{"$f":"ROUND(C14*Data!#REF!,2)","v":{"$error":"#REF!"}}]
[4,"Granular Sub-Base by providing coarse graded material",{"$nulls":6},{"$f":"C15*(384/300)","v":0}]
[6,"Costruction of un refinforced dowel jointed for CC Road",{"$f":"'Det.Est.'!G25","v":0},null,{"$f":"C16*0.45","v":0},null,null,null,{"$f":"C16*0.9","v":0},{"$f":"ROUND(C16*Data!#REF!,2)","v":{"$error":"#REF!"}}]
[null,null,null,{"$f":"SUM(D7:D16)","v":{"$error":"#REF!"}},{"$error":"#REF!"},90.8,{"$error":"#REF!"},0,{"$error":"#REF!"},{"$error":"#REF!"},{"$f":"J17/50","v":{"$error":"#REF!"}},{"$f":"K17*'Imput data'!F56","v":{"$error":"#REF!"}}]
[]
[null,"PART B  -  CRDA"]
[1,{"$f":"'Det.Est.'!B23","v":"Construction of  un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing  and including overhead charges & Contractor profit, but excluding GST & Seignorage Charges Technical Specification Clause 1501 MORD including overhead charges & Contractors profit but excluding GST ."},{"$f":"CRDA!G83","v":0},null,{"$f":"C20*0.45","v":0},null,null,null,{"$f":"C20*0.9","v":0},{"$f":"ROUND(C20*Data!#REF!,2)","v":{"$error":"#REF!"}}]
[]
[null,null,null,{"$f":"SUM(D20:D21)","v":0},0,0,0,0,0,{"$error":"#REF!"},{"$f":"J22/50","v":{"$error":"#REF!"}},{"$f":"K22*'Imput data'!F56","v":{"$error":"#REF!"}}]
[]
[null,"Total :",null,{"$f":"D17+D22","v":{"$error":"#REF!"}},{"$error":"#REF!"},90.8,{"$error":"#REF!"},0,{"$error":"#REF!"},{"$error":"#REF!"},{"$f":"J24/50","v":{"$error":"#REF!"}},{"$f":"K24*240","v":{"$error":"#REF!"}}]
[]
[null,null,"PART A - MGNREGS",null,null,"PART B  -  CRDA",{"$nulls":4},{"$f":"K24+K17","v":{"$error":"#REF!"}},{"$error":"#REF!"}]
[null,"Earth  :",{"$f":"D17","v":{"$error":"#REF!"}},30,{"$f":"ROUND(C27*D27,2)","v":{"$error":"#REF!"}},{"$f":"D22","v":0},30,null,{"$f":"ROUND(F27*G27,2)","v":0},null,{"$f":"C27+F27","v":{"$error":"#REF!"}},{"$f":"Seignorage!D16","v":181.16},{"$f":"K27-L27","v":{"$error":"#REF!"}}]
[null,"Sand :",{"$f":"E17","v":{"$error":"#REF!"}},50,{"$error":"#REF!"},{"$f":"E22","v":0},50,null,0,null,{"$error":"#REF!"},{"$f":"Seignorage!E16","v":58.464000000000006},{"$error":"#REF!"}]
[null,"Granular Chips",{"$f":"F17","v":90.8},75,6810,{"$f":"F22","v":0},75,null,0,null,90.8,{"$f":"Seignorage!F16","v":0},90.8]
[null,"40 - 20 mm metal",{"$f":"G17","v":{"$error":"#REF!"}},75,{"$error":"#REF!"},{"$f":"G22","v":0},75,null,0,null,{"$error":"#REF!"},{"$f":"Seignorage!G16","v":29.718000000000004},{"$error":"#REF!"}]
[null,"40mm & 20-10mm Metal :",{"$f":"H17","v":0},null,null,{"$f":"H22","v":0},{"$nulls":4},0,null,0]
[null,"20-12mm Chips :",{"$f":"I17","v":{"$error":"#REF!"}},{"$f":"D29","v":75},{"$f":"C32*D32","v":{"$error":"#REF!"}},{"$f":"I22","v":0},{"$f":"G29","v":75},null,{"$f":"F32*G32","v":0},null,{"$error":"#REF!"},{"$f":"Seignorage!I16","v":179.86920000000001},{"$error":"#REF!"}]
[]
[]
[null,"Total Seignorage charges :",null,null,{"$f":"SUM(E27:E34)","v":{"$error":"#REF!"}},null,null,null,{"$f":"SUM(I27:I34)","v":0},{"$f":"ROUNDUP(SUM(E35:I35),0)","v":{"$error":"#REF!"}},{"$f":"J35","v":{"$error":"#REF!"}},{"$f":"Seignorage!G27","v":24078},{"$f":"K35-L35","v":{"$error":"#REF!"}}]
[]
[null,"Cement :",{"$f":"J24","v":{"$error":"#REF!"}},null,"Kgs",{"$f":"+'Lead statement'!O26/1000","v":4.22},{"$f":"ROUND(C37*F37,0)","v":{"$error":"#REF!"}}]
[null,null,null,{"$f":"C37/50","v":{"$error":"#REF!"}},"Bags"]
[]
[]
[]
[null,"Deputy Executive Engineer,",{"$nulls":4},"Asst. Exe. Engineer,"]
[null,"PRISD :: Mangalagiri.",{"$nulls":4},"MPP (PRI) :: Mangalagiri."]

{"sheet":"Seignorage (1st & P.Bill)","index":10,"n_rows":43,"n_cols":13,"rows_kept":43,"cut":false,"hidden":true,"merged":[[36,2,36,3],[2,0,3,0],[2,1,3,1],[2,2,3,2],[2,3,3,3],[0,0,0,9],[1,2,1,9],[2,5,2,8],[25,2,25,4],[25,5,25,8],[2,4,3,4],[2,9,3,9]]}
["Seigniorage Charges (MGNREGS + CRDA)"]
[null,{"$f":"'Lead statement'!C3","v":"Name of the Work ::"},{"$f":"'Lead statement'!D3","v":"Providing Interlocking pavers road from Lanke seshagiri rao (H) to kokkiligadda varma (H)  in Duggirala (V&M)."}]
["Sl No.","Descripition of Item","Qty.","Earth","Sand","Metal",null,null,null,"Cement"]
[{"$nulls":5},"stone dust","40 - 20 mm metal","60%-40mm & 40%-20-10mm chips","20-12mm chips"]
[]
[null,"PART A - MGNREGS"]
[1,"Earth work exevation and depositing for drain",{"$f":"'MGNREGS (1st & P.Bill)'!G64","v":47.920000000000009},{"$f":"C7","v":47.920000000000009}]
[2,"Selected Earth",{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"}]
[2,"Plain cement concrete M10 for shoe wall & Screen walls",{"$f":"'MGNREGS (1st & P.Bill)'!G118+'MGNREGS (1st & P.Bill)'!G219","v":53.960000000000008},null,{"$f":"C9*0.45","v":24.282000000000004},null,{"$f":"C9*0.9","v":48.564000000000007},null,null,{"$f":"ROUND(C9*Data!C9*1000,2)","v":11871.2},{"$f":"C9*L9","v":11871.200000000003},220]
[4,"plain cement concrete M10 for screen wall"]
[4,"Plain cement concrete M15 for bed concrete & Body walls",{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},null,{"$f":"C11*0.45","v":{"$error":"#REF!"}},null,null,null,{"$f":"C11*0.9","v":{"$error":"#REF!"}},{"$f":"ROUND(C11*Data!#REF!*1000,2)","v":{"$error":"#REF!"}}]
[6,"plain cement concrete M15 for body walls",null,null,{"$f":"C12*0.48","v":0},null,{"$f":"C12*0.9","v":0},null,null,{"$f":"ROUND(C12*Data!C110*1000,2)","v":0}]
[3,"Cost and supply of stonedust for side berms and foundation of drain",{"$f":"'MGNREGS (1st & P.Bill)'!G319","v":89.910000000000025},null,null,{"$f":"C13","v":89.910000000000025}]
[8,"Providing CC (1:4:8) using 40mm HBG metal for road",null,null,{"$f":"C14*0.45","v":0},null,null,null,{"$f":"C14*0.9","v":0},{"$f":"ROUND(C14*Data!#REF!,2)","v":{"$error":"#REF!"}}]
[4,"Granular Sub-Base by providing coarse graded material",{"$nulls":6},{"$f":"C15*(384/300)","v":0}]
[4,"Costruction of un refinforced dowel jointed for CC Road",{"$f":"'MGNREGS (1st & P.Bill)'!G390","v":166.23999999999998},null,{"$f":"C16*0.45","v":74.807999999999993},null,null,null,{"$f":"C16*0.9","v":149.61599999999999},{"$f":"ROUND(C16*Data!#REF!,2)","v":{"$error":"#REF!"}},{"$f":"C16*L16","v":53861.759999999995},324]
[null,null,null,{"$f":"SUM(D7:D16)","v":{"$error":"#REF!"}},{"$error":"#REF!"},89.910000000000025,48.564000000000007,0,{"$error":"#REF!"},{"$error":"#REF!"},{"$f":"J17/50","v":{"$error":"#REF!"}},{"$f":"K17*'Imput data'!F56","v":{"$error":"#REF!"}}]
[]
[null,"PART B  -  CRDA"]
[1,{"$f":"'Det.Est.'!B23","v":"Construction of  un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing  and including overhead charges & Contractor profit, but excluding GST & Seignorage Charges Technical Specification Clause 1501 MORD including overhead charges & Contractors profit but excluding GST ."},null,null,{"$f":"C20*0.45","v":0},null,null,null,{"$f":"C20*0.9","v":0},{"$f":"ROUND(C20*Data!#REF!,2)","v":{"$error":"#REF!"}}]
[2,"Selected Earth",null,{"$f":"C21","v":0}]
[null,null,null,{"$f":"SUM(D20:D21)","v":0},0,0,0,0,0,{"$error":"#REF!"},{"$f":"J22/50","v":{"$error":"#REF!"}},{"$f":"K22*'Imput data'!F56","v":{"$error":"#REF!"}}]
[]
[null,"Total :",null,{"$f":"D17+D22","v":{"$error":"#REF!"}},{"$error":"#REF!"},89.910000000000025,48.564000000000007,0,{"$error":"#REF!"},{"$error":"#REF!"},{"$f":"J24/50","v":{"$error":"#REF!"}},{"$f":"K24*240","v":{"$error":"#REF!"}}]
[]
[{"$nulls":10},{"$f":"K24+K17","v":{"$error":"#REF!"}},{"$error":"#REF!"}]
[null,"Earth  :",{"$f":"D17","v":{"$error":"#REF!"}},30,{"$f":"ROUND(C27*D27,2)","v":{"$error":"#REF!"}},{"$nulls":5},{"$f":"C27+F27","v":{"$error":"#REF!"}},{"$f":"Seignorage!D16","v":181.16},{"$f":"K27-L27","v":{"$error":"#REF!"}}]
[null,"Sand :",{"$f":"E17","v":{"$error":"#REF!"}},50,{"$error":"#REF!"},{"$nulls":5},{"$error":"#REF!"},{"$f":"Seignorage!E16","v":58.464000000000006},{"$error":"#REF!"}]
[null,"Granular Chips",{"$f":"F17","v":89.910000000000025},75,6743.25,{"$nulls":5},89.910000000000025,{"$f":"Seignorage!F16","v":0},89.910000000000025]
[null,"40 - 20 mm metal",{"$f":"G17","v":48.564000000000007},75,3642.3,{"$nulls":5},48.564000000000007,{"$f":"Seignorage!G16","v":29.718000000000004},18.846000000000004]
[null,"40mm & 20-10mm Metal :",{"$f":"H17","v":0},{"$nulls":7},0,null,0]
[null,"20-12mm Chips :",{"$f":"I17","v":{"$error":"#REF!"}},{"$f":"D29","v":75},{"$f":"C32*D32","v":{"$error":"#REF!"}},{"$nulls":5},{"$error":"#REF!"},{"$f":"Seignorage!I16","v":179.86920000000001},{"$error":"#REF!"}]
[]
[]
[null,"Total Seignorage charges :",null,null,{"$f":"SUM(E27:E34)","v":{"$error":"#REF!"}},{"$nulls":4},{"$f":"ROUNDUP(SUM(E35:I35),0)","v":{"$error":"#REF!"}},{"$f":"J35","v":{"$error":"#REF!"}},{"$f":"Seignorage!G27","v":24078},{"$f":"K35-L35","v":{"$error":"#REF!"}}]
[]
[null,"Cement :",{"$f":"J24","v":{"$error":"#REF!"}},null,"Kgs",{"$f":"+'Lead statement'!O26/1000","v":4.22},{"$f":"ROUND(C37*F37,0)","v":{"$error":"#REF!"}}]
[null,null,null,{"$f":"C37/50","v":{"$error":"#REF!"}},"Bags"]
[]
[]
[]
[null,"Deputy Executive Engineer,",{"$nulls":4},"Asst. Exe. Engineer,"]
[null,"PRISD :: Mangalagiri.",{"$nulls":4},"MPP (PRI) :: Mangalagiri."]

{"sheet":"MGNREGS (1st & P.Bill)","index":11,"n_rows":415,"n_cols":17,"rows_kept":415,"cut":false,"hidden":true,"merged":[[405,1,405,4],[406,1,406,4],[407,1,407,4],[3,0,4,0],[11,0,63,0],[232,0,318,0],[320,0,323,0],[3,1,4,1],[3,2,4,2],[352,1,352,7],[396,1,396,7],[399,1,399,7],[401,1,401,4],[404,1,404,4],[325,1,325,7],[331,1,331,7],[337,1,337,7],[343,1,343,7],[348,1,348,6],[119,1,119,7],[220,1,220,7],[226,1,226,7],[232,1,232,7],[320,1,320,7],[10,2,10,3],[10,4,10,5],[11,1,11,7],[65,1,65,7],[71,1,71,7],[8,2,8,3],[8,4,8,5],[9,2,9,3],[9,4,9,5],[9,12,9,24],[0,0,0,8],[1,2,1,8],[2,1,2,4],[3,3,3,5],[6,2,6,6],[3,6,4,6],[3,7,4,7],[3,8,4,8]]}
["WORKING   ESTIMATE"]
[null,{"$f":"'Lead statement'!C3","v":"Name of the Work ::"},{"$f":"'Lead statement'!D3","v":"Providing Interlocking pavers road from Lanke seshagiri rao (H) to kokkiligadda varma (H)  in Duggirala (V&M)."},{"$nulls":6},"MGNREGS"]
[null,"M.Book No. :: 1935 / B / PRI / 2015 - 16",{"$nulls":4},{"$f":"'Lead statement'!J4","v":"Estimate Cost  ::  Rs. "},{"$f":"'Lead statement'!K4","v":1.7},"Lakhs",{"$f":"I409","v":{"$error":"#REF!"}},null,null,null,"Length","Breadth","Depth"]
["Sl. No.","Description of Item","Nos","Measurements",null,null,"Qty.","Rate\nunit","Amount",{"$f":"I408","v":{"$error":"#REF!"}},null,null,"CC Road",230,3.5,{"$f":"'Det. Est.'!O4","v":0.17}]
[null,null,null,"L","B","D",null,null,null,{"$f":"J3-J4","v":{"$error":"#REF!"}},null,null,"Gravel Road",{"$f":"N4","v":230},3.5,{"$f":"'Det. Est.'!O5","v":0.15}]
[1,2,null,3,4,5,6,7,8,null,null,null,"Sholders",{"$f":"N4","v":230},1,{"$f":"'Det. Est.'!O6","v":0.3}]
[{"$nulls":12},"Drain",{"$f":"'Det. Est.'!M7","v":0},{"$f":"'Det. Est.'!N7","v":1.01},{"$f":"'Det. Est.'!O7","v":0.45}]
[null,"List of Roads Proposed in the Work ::"]
["Sl. No.","Locality","FROM",null,"TO",null,"Nature of Work","Length"]
[1,"SC"]
[{"$nulls":7},{"$f":"SUM(H10)","v":0}]
[1,"Unskilled labour for Earth work exevation and depositing the soil on banks with an initial lead and lift in all soils etc., complete."]
[null,"I. Dasari Jayarao(H) to Karri David(H)",null,null,"VP 1 - 4"]
[null,"Dasari Jayarao(H) to 1st Cross Road i.e.","Dasari Jayarao(H) to K.Parisudharao(H)"]
[null,"Key walls, L/S  & R/S",2,38.5,0.23,0.23,{"$f":"ROUND(C15*D15*E15*F15,2)","v":4.07}]
[null,"Cross Walls",2,2.54,0.23,0.23,0.27]
[null,"1st Cross Road to 2nd Cross Road ","M.Dasu(H) to K.Baaji(H)"]
[null,"Key walls, L/S  & R/S",2,31.9,0.23,0.23,{"$f":"ROUND(C18*D18*E18*F18,2)","v":3.38}]
[null,"Cross Walls",2,2.54,0.23,0.23,0.27]
[null,"2nd Cross Road to 3rd Cross Road ","M.Samson(H) to M.Premanandam(H)"]
[null,"Key walls, L/S  & R/S",2,33.5,0.23,0.23,{"$f":"ROUND(C21*D21*E21*F21,2)","v":3.54}]
[null,"Cross Walls",2,2.54,0.23,0.23,0.27]
[null,"3rd Cross Road to 4th Cross Road ","K.Sastry(H) to M.Bosamma(H)"]
[null,"Key walls, L/S  & R/S",2,32.299999999999997,0.23,0.23,{"$f":"ROUND(C24*D24*E24*F24,2)","v":3.42}]
[null,"Cross Walls",2,2.54,0.23,0.23,0.27]
[null,"4th Cross Road to 5th Cross Road ","M.Nagabhushanam(H) to K.David(H)"]
[null,"Key walls, L/S  & R/S",2,31.5,0.23,0.23,{"$f":"ROUND(C27*D27*E27*F27,2)","v":3.33}]
[null,"Cross Walls",2,2.54,0.23,0.23,0.27]
[null,"II. Kattepogu Baburao(H) to OC Burial Ground"]
[null,"K.Nagaraju(H) to 1st Cross Road i.e.","K.Nagaraju(H) to K.Baburao(H)"]
[null,"Key walls, L/S  & R/S",2,14.7,0.23,0.23,{"$f":"ROUND(C31*D31*E31*F31,2)","v":1.56}]
[null,"1st Cross Road to 2nd Cross Road ","K.Baburao(H) to K.Nagesh(H)"]
[null,"Key walls, L/S  & R/S",2,28.5,0.23,0.23,{"$f":"ROUND(C33*D33*E33*F33,2)","v":3.02}]
[null,"Cross Wall",1,2.54,0.23,0.23,0.13]
[null,"2nd Cross Road to 3rd Cross Road ","K.Ramulu(H) to K.Subbarao(H)"]
[null,"Key walls, L/S  & R/S",2,28.7,0.23,0.23,{"$f":"ROUND(C36*D36*E36*F36,2)","v":3.04}]
[null,"Cross Wall",1,2.54,0.23,0.23,0.13]
[null,"3rd Cross Road to 4th Cross Road ","P.Subbarao(H) to K.Chittemma(H)"]
[null,"Key walls, L/S  & R/S",2,28.5,0.23,0.23,{"$f":"ROUND(C39*D39*E39*F39,2)","v":3.02}]
[null,"Cross Wall",1,2.54,0.23,0.23,0.13]
[null,"4th Cross Road to 5th Cross Road ","Anganwadi School to K.Musalaiah(H)"]
[null,"Key walls, L/S  & R/S",2,30.5,0.23,0.23,{"$f":"ROUND(C42*D42*E42*F42,2)","v":3.23}]
[null,"Cross Walls",2,2.54,0.23,0.23,0.27]
[null,"5th Cross Road to 6th Cross Road ","K.Yohan(H) to O.C.Burial Ground"]
[null,"Key walls, L/S  & R/S",2,27.3,0.23,0.23,{"$f":"ROUND(C45*D45*E45*F45,2)","v":2.89}]
[null,"Cross Wall",1,2.54,0.23,0.23,0.13]
[null,"III. S.C. Burial Ground  to  Mandepudi Nagaraju(H)"]
[null,null,"Karri Koteswararao(H) to Mandepudi Hanodu(H)"]
[null,"Key walls, L/S  & R/S",2,31.1,0.23,0.23,{"$f":"ROUND(C49*D49*E49*F49,2)","v":3.29}]
[null,"Cross Walls",2,2.54,0.23,0.23,0.27]
[null,null,"Gudisa Jakkayya(H) to Mandepudi Nagaraju(H)"]
[null,"Key walls, L/S  & R/S",2,30.5,0.23,0.23,{"$f":"ROUND(C52*D52*E52*F52,2)","v":3.23}]
[null,"Cross Walls",1,2.54,0.23,0.23,0.13]
[null,"IV. Library  to  Mandepudi Saramma(H)"]
[null,"Key walls, L/S  & R/S",2,40,0.23,0.23,{"$f":"ROUND(C55*D55*E55*F55,2)","v":4.2300000000000004}]
[null,"Cross Walls",1,2.54,0.23,0.23,0.13]
[null,"V. Side drains for Road Crossings"]
[null,null,null,5,1.1499999999999999,{"$f":"0.45+0.15+0.15","v":0.75},{"$f":"ROUND(C58*D58*E58*F58,2)","v":0}]
[null,"To be Executed"]
[null,"V. For Pipe Culverts Foundation"]
[null,null,null,2.5,0.45,{"$f":"0.45+0.15+0.15","v":0.75},{"$f":"ROUND(C61*D61*E61*F61,2)","v":0}]
[]
[]
[{"$nulls":6},{"$f":"SUM(G15:G63)","v":47.920000000000009},{"$f":"Data!H106","v":244.608},{"$f":"ROUND(G64*H64,0)","v":11722},null,null,{"$f":"I64/180","v":65.12222222222222}]
[{"$nulls":6},"Cum ","1 Cum "]
[2,"Providing P. C.C. (1:4:8) Nominal mix using 40mm HBG metal including Cost and conveyance of all materials and labour charges, centring chares, curing etc complete "]
[null,{"$f":"B14","v":"Dasari Jayarao(H) to 1st Cross Road i.e."},{"$f":"C15","v":2},38.5,0.23,0.15,{"$f":"ROUND(C67*D67*E67*F67,2)","v":2.66}]
[]
[]
[{"$nulls":7},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G70*H70,0)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Cum ","1 Cum "]
[2,"Providing plain cement concrete M10 mix using 40mm to 20 mm Graded  HBG crushed Metal with 220 Kgs of cement per 1cum of concrete,  including C/c of all materials, curing ,labour charges etc., complete as per drawings & tech. specifications  Clause 802, 803, 1202 & 1203 as per clause 800 & 1200 (1) of MORD and guidelines for shoe walls below G.L."]
[null,"I. Dasari Jayarao(H) to Karri David(H)",{"$nulls":9},"0.23","0.23",{"$f":"(L73+M73)/2","v":0.23}]
[null,"Dasari Jayarao(H) to 1st Cross Road i.e.","Dasari Jayarao(H) to K.Parisudharao(H)"]
[null,"Key walls, L/S  & R/S",2,38.5,0.23,0.23,{"$f":"ROUND(C75*D75*E75*F75,2)","v":4.07}]
[null,"Cross Walls",2,2.54,0.23,0.23,0.27]
[null,"1st Cross Road to 2nd Cross Road ","M.Dasu(H) to K.Baaji(H)"]
[null,"Key walls, L/S  & R/S",2,31.9,0.23,0.23,{"$f":"ROUND(C78*D78*E78*F78,2)","v":3.38}]
[null,"Cross Walls",2,2.54,0.23,0.23,0.27]
[null,"2nd Cross Road to 3rd Cross Road ","M.Samson(H) to M.Premanandam(H)"]
[null,"Key walls, L/S  & R/S",2,33.5,0.23,0.23,{"$f":"ROUND(C81*D81*E81*F81,2)","v":3.54}]
[null,"Cross Walls",2,2.54,0.23,0.23,0.27]
[null,"3rd Cross Road to 4th Cross Road ","K.Sastry(H) to M.Bosamma(H)"]
[null,"Key walls, L/S  & R/S",2,32.299999999999997,0.23,0.23,{"$f":"ROUND(C84*D84*E84*F84,2)","v":3.42}]
[null,"Cross Walls",2,2.54,0.23,0.23,0.27]
[null,"4th Cross Road to 5th Cross Road ","M.Nagabhushanam(H) to K.David(H)"]
[null,"Key walls, L/S  & R/S",2,31.5,0.23,0.23,{"$f":"ROUND(C87*D87*E87*F87,2)","v":3.33}]
[null,"Cross Walls",2,2.54,0.23,0.23,0.27]
[null,"II. Kattepogu Baburao(H) to OC Burial Ground"]
[null,"K.Nagaraju(H) to 1st Cross Road i.e.","K.Nagaraju(H) to K.Baburao(H)"]
[null,"Key walls, L/S  & R/S",2,14.7,0.23,0.23,{"$f":"ROUND(C91*D91*E91*F91,2)","v":1.56}]
[null,"1st Cross Road to 2nd Cross Road ","K.Baburao(H) to K.Nagesh(H)"]
[null,"Key walls, L/S  & R/S",2,28.5,0.23,0.23,{"$f":"ROUND(C93*D93*E93*F93,2)","v":3.02}]
[null,"Cross Walls",1,2.54,0.23,0.23,0.13]
[null,"2nd Cross Road to 3rd Cross Road ","K.Ramulu(H) to K.Subbarao(H)"]
[null,"Key walls, L/S  & R/S",2,28.7,0.23,0.23,{"$f":"ROUND(C96*D96*E96*F96,2)","v":3.04}]
[null,"Cross Walls",1,2.54,0.23,0.23,0.13]
[null,"3rd Cross Road to 4th Cross Road ","P.Subbarao(H) to K.Chittemma(H)"]
[null,"Key walls, L/S  & R/S",2,28.5,0.23,0.23,{"$f":"ROUND(C99*D99*E99*F99,2)","v":3.02}]
[null,"Cross Walls",1,2.54,0.23,0.23,0.13]
[null,"4th Cross Road to 5th Cross Road ","Anganwadi School to K.Musalaiah(H)"]
[null,"Key walls, L/S  & R/S",2,30.5,0.23,0.23,{"$f":"ROUND(C102*D102*E102*F102,2)","v":3.23}]
[null,"Cross Walls",2,2.54,0.23,0.23,0.27]
[null,"5th Cross Road to 6th Cross Road ","K.Yohan(H) to O.C.Burial Ground"]
[null,"Key walls, L/S  & R/S",2,27.3,0.23,0.23,{"$f":"ROUND(C105*D105*E105*F105,2)","v":2.89}]
[null,"Cross Walls",1,2.54,0.23,0.23,0.13]
[null,"III. S.C. Burial Ground  to  Mandepudi Nagaraju(H)"]
[null,null,"Karri Koteswararao(H) to Mandepudi Hanodu(H)"]
[null,"Key walls, L/S  & R/S",2,31.1,0.23,0.23]
[null,"Cross Walls",2,2.54,0.23,0.23]
[null,null,"Gudisa Jakkayya(H) to Mandepudi Nagaraju(H)"]
[null,"Key walls, L/S  & R/S",2,30.5,0.23,0.23]
[null,"Cross Walls",1,2.54,0.23,0.23]
[null,"IV. Library  to  Mandepudi Saramma(H)"]
[null,"Key walls, L/S  & R/S",2,40,0.23,0.23]
[null,"Cross Walls",1,2.54,0.23,0.23]
[]
[{"$nulls":6},{"$f":"SUM(G73:G117)","v":36.64},{"$f":"Data!H22","v":4497.6900000000005},{"$f":"ROUND(G118*H118,0)","v":164795}]
[{"$nulls":6},"Cum ","1 Cum "]
[3,"Providing plain cement concrete M10 mix using 40mm to 20 mm Graded  HBG crushed Metal with 220 Kgs of cement per 1cum of concrete,  including C/c of all materials, curing ,labour charges etc., complete as per drawings & tech. specifications  Clause 802, 803, 1202 & 1203 as per clause 800 & 1200 (1) of MORD and guidelines for Screen walls above G.L."]
[null,"I. Dasari Jayarao(H) to Karri David(H)"]
[null,"Dasari Jayarao(H) to 1st Cross Road i.e.","Dasari Jayarao(H) to K.Parisudharao(H)"]
[null,"Cross Wall @ D.Jayarao(H)",1,2.54,0.23,0.23,{"$f":"ROUND(C123*D123*E123*F123,2)","v":0.13},null,null,0.23]
[null,"Key walls, L/S  & R/S",2,5,0.23,{"$f":"IF(J123=J124,L124,CONCATENATE(\"(\",J123,\"+\",J124,\")/2\"))","v":0.23},0.53,null,null,0.23,null,{"$f":"(J123+J124)/2","v":0.23}]
[null,null,2,5,0.23,"(0.23+0.2)/2",{"$f":"ROUND(C125*D125*E125*L125,2)","v":0.49},null,null,0.2,null,0.21500000000000002]
[null,null,2,5,0.23,0.2,0.46,null,null,0.2,null,0.2]
[null,null,2,5,0.23,"(0.2+0.17)/2",0.43,null,null,0.17,null,0.185]
[null,null,2,5,0.23,"(0.17+0.14)/2",0.36,null,null,0.14000000000000001,null,0.15500000000000003]
[null,null,2,5,0.23,"(0.14+0.1)/2",0.28000000000000003,null,null,0.1,null,0.12000000000000001]
[null,null,2,8.5,0.23,0.1,0.39,null,null,0.1,null,0.1]
[null,"Cross Wall @ 1st Cross Road",1,2.54,0.23,{"$f":"F130","v":0.1},{"$f":"ROUND(C131*D131*E131*F131,2)","v":0.06}]
[null,"1st Cross Road to 2nd Cross Road ","M.Dasu(H) to K.Baaji(H)"]
[null,"Cross Wall @ 1st Cross Road",1,2.54,0.23,{"$f":"J133","v":0.1},{"$f":"ROUND(C133*D133*E133*F133,2)","v":0.06},null,null,0.1,null,{"$f":"(J131+J133)/2","v":0.05}]
[null,"Key walls, L/S  & R/S",2,5,0.23,{"$f":"IF(J133=J134,L134,CONCATENATE(\"(\",J133,\"+\",J134,\")/2\"))","v":0.1},{"$f":"ROUND(C134*D134*E134*L134,2)","v":0.23},null,null,0.1,null,{"$f":"(J130+J134)/2","v":0.1}]
[null,null,2,5,0.23,"(0.1+0.12)/2",0.25,null,null,0.12,null,{"$f":"(J134+J135)/2","v":0.11}]
[null,null,2,5,0.23,0.12,0.28000000000000003,null,null,0.12,null,0.12]
[null,null,2,5,0.23,"(0.12+0.1)/2",0.25,null,null,0.1,null,0.11]
[null,null,2,5,0.23,"(0.1+0.075)/2",0.2,null,null,7.4999999999999997E-2,null,8.7499999999999994E-2]
[null,null,2,6.9,0.23,"(0.075+0.1)/2",0.28000000000000003,null,null,0.1,null,8.7499999999999994E-2]
[null,"Cross Wall @ 2nd Cross Road",1,2.54,0.23,0.1,{"$f":"ROUND(C140*D140*E140*F140,2)","v":0.06},null,null,{"$f":"J139","v":0.1},null,0.1]
[null,"2nd Cross Road to 3rd Cross Road ","M.Samson(H) to M.Premanandam(H)"]
[null,"Cross Wall @ 2nd Cross Road",1,2.54,0.23,{"$f":"F140","v":0.1},{"$f":"ROUND(C142*D142*E142*F142,2)","v":0.06}]
[null,"Key walls, L/S  & R/S",2,10,0.23,{"$f":"IF(J140=J143,L143,CONCATENATE(\"(\",J140,\"+\",J143,\")/2\"))","v":0.1},{"$f":"ROUND(C143*D143*E143*L143,2)","v":0.46},null,null,0.1,null,{"$f":"(J140+J143)/2","v":0.1}]
[null,null,2,5,0.23,{"$f":"IF(J143=J144,L144,CONCATENATE(\"(\",J143,\"+\",J144,\")/2\"))","v":"(0.1+0.075)/2"},0.2,null,null,7.4999999999999997E-2,null,{"$f":"(J143+J144)/2","v":8.7499999999999994E-2}]
[null,null,2,5,0.23,"(0.075+0.1)/2",0.2,null,null,0.1,null,8.7499999999999994E-2]
[null,null,2,5,0.23,"(0.1+0.075)/2",0.2,null,null,7.4999999999999997E-2,null,8.7499999999999994E-2]
[null,null,2,8.5,0.23,7.4999999999999997E-2,0.28999999999999998,null,null,7.4999999999999997E-2,null,7.4999999999999997E-2]
[null,"Cross Wall @ 3rd Cross Road",1,2.54,0.23,{"$f":"F147","v":7.4999999999999997E-2},{"$f":"ROUND(C148*D148*E148*F148,2)","v":0.04},null,null,7.4999999999999997E-2,null,7.4999999999999997E-2]
[null,"3rd Cross Road to 4th Cross Road ","K.Sastry(H) to M.Bosamma(H)"]
[null,"Cross Wall @ 3rd Cross Road",1,2.54,0.23,{"$f":"F148","v":7.4999999999999997E-2},{"$f":"ROUND(C150*D150*E150*F150,2)","v":0.04}]
[null,"Key walls, L/S  & R/S",2,5,0.23,{"$f":"IF(J148=J151,L151,CONCATENATE(\"(\",J148,\"+\",J151,\")/2\"))","v":"(0.075+0.1)/2"},{"$f":"ROUND(C151*D151*E151*L151,2)","v":0.2},null,null,0.1,null,{"$f":"(J148+J151)/2","v":8.7499999999999994E-2}]
[null,null,2,10,0.23,{"$f":"IF(J151=J152,L152,CONCATENATE(\"(\",J151,\"+\",J152,\")/2\"))","v":0.1},0.46,null,null,0.1,null,{"$f":"(J151+J152)/2","v":0.1}]
[null,null,2,5,0.23,"(0.1+0.075)/2",0.2,null,null,7.4999999999999997E-2,null,8.7499999999999994E-2]
[null,null,2,5,0.23,7.4999999999999997E-2,0.17,null,null,7.4999999999999997E-2,null,7.4999999999999997E-2]
[null,null,2,7.3,0.23,"(0.075+0.1)/2",0.28999999999999998,null,null,0.1,null,8.7499999999999994E-2]
[null,"Cross Wall @ 4th Cross Road",1,2.54,0.23,{"$f":"J155","v":0.1},{"$f":"ROUND(C156*D156*E156*F156,2)","v":0.06},null,null,0.12,null,0.11]
[null,"4th Cross Road to 5th Cross Road ","M.Nagabhushanam(H) to K.David(H)"]
[null,"Cross Wall @ 5th Cross Road",1,2.54,0.23,0.12,{"$f":"ROUND(C158*D158*E158*F158,2)","v":7.0000000000000007E-2}]
[null,"Key walls, L/S  & R/S",2,5,0.23,{"$f":"IF(J156=J159,L159,CONCATENATE(\"(\",J156,\"+\",J159,\")/2\"))","v":0.12},{"$f":"ROUND(C159*D159*E159*L159,2)","v":0.28000000000000003},null,null,0.12,null,{"$f":"(J156+J159)/2","v":0.12}]
[null,null,2,5,0.23,{"$f":"IF(J159=J160,L160,CONCATENATE(\"(\",J159,\"+\",J160,\")/2\"))","v":"(0.12+0.1)/2"},0.25,null,null,0.1,null,{"$f":"(J159+J160)/2","v":0.11}]
[null,null,2,10,0.23,0.1,0.46,null,null,0.1,null,0.1]
[null,null,2,5,0.23,"(0.1+0.075)/2",0.2,null,null,7.4999999999999997E-2,null,8.7499999999999994E-2]
[null,null,2,6.5,0.23,"(0.075+0.1)/2",0.26,null,null,0.1,null,8.7499999999999994E-2]
[null,"Cross Wall @ 6th Cross Road",1,2.54,0.23,{"$f":"J163","v":0.1},{"$f":"ROUND(C164*D164*E164*F164,2)","v":0.06}]
[null,"II. Kattepogu Baburao(H) to OC Burial Ground"]
[null,"K.Nagaraju(H) to 1st Cross Road i.e.","K.Nagaraju(H) to K.Baburao(H)",{"$nulls":6},0.12]
[null,"Key walls, L/S  & R/S",2,5,0.23,{"$f":"IF(J166=J167,L167,CONCATENATE(\"(\",J166,\"+\",J167,\")/2\"))","v":0.12},{"$f":"ROUND(C167*D167*E167*L167,2)","v":0.28000000000000003},null,null,0.12,null,{"$f":"(J166+J167)/2","v":0.12}]
[null,null,2,5,0.23,"(0.12+0.1)/2",0.25,null,null,0.1,null,0.11]
[null,null,2,4.7,0.23,0.1,0.22,null,null,0.1,null,0.1]
[null,"1st Cross Road to 2nd Cross Road ","K.Baburao(H) to K.Nagesh(H)",{"$nulls":6},0.1]
[null,"Key walls, L/S  & R/S",2,10,0.23,{"$f":"IF(J170=J171,L171,CONCATENATE(\"(\",J170,\"+\",J171,\")/2\"))","v":0.1},{"$f":"ROUND(C171*D171*E171*L171,2)","v":0.46},null,null,0.1,null,{"$f":"(J170+J171)/2","v":0.1}]
[null,null,2,5,0.23,"(0.1+0.12)/2",0.25,null,null,0.12,null,0.11]
[null,null,2,5,0.23,0.12,0.28000000000000003,null,null,0.12,null,0.12]
[null,null,2,5,0.23,"(0.12+0.1)/2",0.25,null,null,0.1,null,0.11]
[null,null,2,3.5,0.23,0.1,0.16,null,null,0.1,null,0.1]
[null,"Cross Wall",1,2.54,0.23,{"$f":"J175","v":0.1},{"$f":"ROUND(C176*D176*E176*F176,2)","v":0.06}]
[null,"2nd Cross Road to 3rd Cross Road ","K.Ramulu(H) to K.Subbarao(H)",{"$nulls":6},0.1]
[null,"Key walls, L/S  & R/S",2,5,0.23,{"$f":"IF(J177=J178,L178,CONCATENATE(\"(\",J177,\"+\",J178,\")/2\"))","v":"(0.1+0.075)/2"},{"$f":"ROUND(C178*D178*E178*L178,2)","v":0.2},null,null,7.4999999999999997E-2,null,{"$f":"(J177+J178)/2","v":8.7499999999999994E-2}]
[null,null,2,5,0.23,7.4999999999999997E-2,0.17,null,null,7.4999999999999997E-2,null,7.4999999999999997E-2]
[null,null,2,5,0.23,"(0.075+0.1)/2",0.2,null,null,0.1,null,8.7499999999999994E-2]
[null,null,2,10,0.23,0.1,0.46,null,null,0.1,null,0.1]
[null,null,2,3.7,0.23,"(0.1+0.125)/2",0.19,null,null,0.125,null,0.1125]
[null,"Cross Wall",1,2.54,0.23,{"$f":"J182","v":0.125},{"$f":"ROUND(C183*D183*E183*F183,2)","v":7.0000000000000007E-2}]
[null,"3rd Cross Road to 4th Cross Road ","P.Subbarao(H) to K.Chittemma(H)"]
[null,"Cross Wall",1,2.54,0.23,{"$f":"J185","v":0.1},{"$f":"ROUND(C185*D185*E185*F185,2)","v":0.06},null,null,0.1,null,{"$f":"(J184+J185)/2","v":0.05}]
[null,"Key walls, L/S  & R/S",2,5,0.23,{"$f":"IF(J185=J186,L186,CONCATENATE(\"(\",J185,\"+\",J186,\")/2\"))","v":"(0.1+0.125)/2"},{"$f":"ROUND(C186*D186*E186*L186,2)","v":0.26},null,null,0.125,null,0.1125]
[null,null,2,5,0.23,"(0.125+0.075)/2",0.23,null,null,7.4999999999999997E-2,null,0.1]
[null,null,2,5,0.23,"(0.075+0.125)/2",0.23,null,null,0.125,null,0.1]
[null,null,2,5,0.23,"(0.125+0.1)/2",0.26,null,null,0.1,null,0.1125]
[null,null,2,8.5,0.23,0.1,0.39,null,null,0.1,null,0.1]
[null,"Cross Wall",1,2.54,0.23,{"$f":"F190","v":0.1},{"$f":"ROUND(C191*D191*E191*F191,2)","v":0.06}]
[null,"4th Cross Road to 5th Cross Road ","Anganwadi School to K.Musalaiah(H)"]
[null,"Cross Wall",1,2.54,0.23,{"$f":"J193","v":0.1},{"$f":"ROUND(C193*D193*E193*F193,2)","v":0.06},null,null,0.1,null,{"$f":"(J192+J193)/2","v":0.05}]
[null,"Key walls, L/S  & R/S",2,10,0.23,{"$f":"IF(J193=J194,L194,CONCATENATE(\"(\",J193,\"+\",J194,\")/2\"))","v":0.1},{"$f":"ROUND(C194*D194*E194*L194,2)","v":0.46},null,null,0.1,null,0.1]
[null,null,2,5,0.23,"(0.1+0.125)/2",0.26,null,null,0.125,null,0.1125]
[null,null,2,5,0.23,0.125,0.28999999999999998,null,null,0.125,null,0.125]
[null,null,2,5,0.23,"(0.125+0.1)/2",0.26,null,null,0.1,null,0.1125]
[null,null,2,5.5,0.23,0.1,0.25,null,null,0.1,null,0.1]
[null,"Cross Wall",1,2.54,0.23,{"$f":"F198","v":0.1},{"$f":"ROUND(C199*D199*E199*F199,2)","v":0.06}]
[null,"5th Cross Road to 6th Cross Road ","K.Yohan(H) to O.C.Burial Ground",{"$nulls":6},0.1]
[null,"Key walls, L/S  & R/S",2,5,0.23,{"$f":"IF(J200=J201,L201,CONCATENATE(\"(\",J200,\"+\",J201,\")/2\"))","v":"(0.1+0.125)/2"},{"$f":"ROUND(C201*D201*E201*L201,2)","v":0.26},null,null,0.125,null,{"$f":"(J200+J201)/2","v":0.1125}]
[null,null,2,5,0.23,0.125,0.28999999999999998,null,null,0.125,null,0.125]
[null,null,2,5,0.23,"(0.125+0.1)/2",0.26,null,null,0.1,null,0.1125]
[null,null,2,5,0.23,0.1,0.23,null,null,0.1,null,0.1]
[null,null,2,5,0.23,"(0.1+0.125)/2",0.26,null,null,0.125,null,0.1125]
[null,null,2,2.2999999999999998,0.23,0.125,0.13,null,null,0.125,null,0.125]
[null,"Cross Wall",1,2.54,0.23,{"$f":"F206","v":0.125},{"$f":"ROUND(C207*D207*E207*F207,2)","v":7.0000000000000007E-2}]
[null,"III. S.C. Burial Ground  to  Mandepudi Nagaraju(H)"]
[null,null,"Karri Koteswararao(H) to Mandepudi Hanodu(H)"]
[null,"Key walls, L/S  & R/S",2,31.1,0.23,7.4999999999999997E-2]
[null,"Cross Walls",2,2.54,0.23,7.4999999999999997E-2]
[null,null,"Gudisa Jakkayya(H) to Mandepudi Nagaraju(H)"]
[null,"Key walls, L/S  & R/S",2,30.5,0.23,7.4999999999999997E-2]
[null,"Cross Walls",1,2.54,0.23,7.4999999999999997E-2]
[null,"IV. Library  to  Mandepudi Saramma(H)"]
[null,"Key walls, L/S  & R/S",2,40,0.23,7.4999999999999997E-2]
[null,"Cross Walls",1,2.54,0.23,7.4999999999999997E-2]
[]
[{"$nulls":6},{"$f":"SUM(G122:G218)","v":17.320000000000007},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G219*H219,0)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Cum ","1 Cum "]
[4,{"$f":"Data!#REF!","v":{"$error":"#REF!"}}]
[]
[null,"V. Side drains for Road Crossings"]
[null,null,{"$f":"C58","v":0},5,1.1499999999999999,0.15,{"$f":"ROUND(C224*D224*E224*F224,2)","v":0}]
[{"$nulls":6},{"$f":"SUM(G222:G224)","v":0},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G225*H225,0)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Cum ","1 Cum "]
[5,"Laying of M15 nominal mix using 66% of 20 mm HBG Metal and 33% of 12mm HBG Metal including Cost and Conveyance of all materials, Centering and Labour Charges and Curing for Side Drains as Per the Section Covered in guidelines for Drainwalls on roadside and houseside"]
[null,"Raising of Culvert Body Walls"]
[null,{"$f":"O229","v":"House Side"},{"$f":"C224","v":0},5,{"$f":"IF(L229=M229,L229,CONCATENATE(\"(\",L229,\"+\",M229,\")/2\"))","v":"0.35"},0.45,{"$f":"ROUND(C229*D229*N229*F229,2)","v":0},{"$nulls":4},"0.35","0.35",{"$f":"(L229+M229)/2","v":0.35},"House Side"]
[null,"Road Side",{"$f":"C229","v":0},5,"0.35",0.45,0,{"$nulls":4},"0.30","0.30",0.3,"Road Side"]
[{"$nulls":6},{"$f":"SUM(G229:G230)","v":0},{"$f":"Data!H130","v":{"$error":"#REF!"}},{"$f":"ROUND(G231*H231,0)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Cum ","1 Cum "]
[4,"Cost and supply of stone dust  for  including Cost and  conveyance of all materials and labour charges for loading unloading charges etc , complete for foundation of",{"$nulls":8},"L/S","R/S","Avg."]
[null,"Underneath CC Pavement","I. Dasari Jayarao(H) to Karri David(H)"]
[null,"Dasari Jayarao(H) to 1st Cross Road i.e.","Dasari Jayarao(H) to K.Parisudharao(H)",{"$nulls":7},0.23,null,{"$f":"K235","v":0.23}]
[null,null,1,{"$f":"5-0.23","v":4.7699999999999996},{"$f":"3-0.46","v":2.54},{"$f":"IF(K235=K236,L236,CONCATENATE(\"(\",K235,\"+\",K236,\")/2\"))","v":0.23},{"$f":"ROUND(C236*D236*E236*N236,2)","v":2.79},null,null,null,0.23,{"$f":"K236","v":0.23},{"$f":"(K236+L236)/2","v":0.23},{"$f":"(M235+M236)/2","v":0.23}]
[null,null,1,5,2.54,"(0.23+0.2)/2",2.73,null,null,null,0.2,0.2,0.2,0.21500000000000002]
[null,null,1,5,2.54,0.2,2.54,null,null,null,0.2,0.2,0.2,0.2]
[null,null,1,5,2.54,"(0.2+0.17)/2",2.35,null,null,null,0.17,0.17,0.17,0.185]
[null,null,1,5,2.54,"(0.17+0.14)/2",1.97,null,null,null,0.14000000000000001,0.14000000000000001,0.14000000000000001,0.15500000000000003]
[null,null,1,5,2.54,"(0.14+0.1)/2",1.52,null,null,null,0.1,0.1,0.1,0.12000000000000001]
[null,null,1,{"$f":"8.5-0.23","v":8.27},2.54,0.1,2.1,null,null,null,0.1,0.1,0.1,0.1]
[null,"1st Cross Road to 2nd Cross Road ","M.Dasu(H) to K.Baaji(H)",{"$nulls":7},0.1,0.1,0.1,0.1]
[null,null,1,{"$f":"5-0.23","v":4.7699999999999996},{"$f":"3-0.46","v":2.54},{"$f":"IF(K243=K244,L244,CONCATENATE(\"(\",K243,\"+\",K244,\")/2\"))","v":0.1},{"$f":"ROUND(C244*D244*E244*N244,2)","v":1.21},null,null,null,0.1,{"$f":"K244","v":0.1},0.1,0.1]
[null,null,1,5,2.54,"(0.1+0.12)/2",1.4,null,null,null,0.12,0.12,0.12,0.11]
[null,null,1,5,2.54,0.12,1.52,null,null,null,0.12,0.12,0.12,0.12]
[null,null,1,5,2.54,"(0.12+0.1)/2",1.4,null,null,null,0.1,0.1,0.1,0.11]
[null,null,1,5,2.54,"(0.1+0.075)/2",1.1100000000000001,null,null,null,7.4999999999999997E-2,7.4999999999999997E-2,7.4999999999999997E-2,8.7499999999999994E-2]
[null,null,1,{"$f":"6.9-0.23","v":6.67},2.54,"(0.075+0.1)/2",1.48,null,null,null,0.1,0.1,0.1,8.7499999999999994E-2]
[null,"2nd Cross Road to 3rd Cross Road ","M.Samson(H) to M.Premanandam(H)",{"$nulls":7},0.1,0.1,0.1,0.1]
[null,null,1,{"$f":"10-0.23","v":9.77},{"$f":"3-0.46","v":2.54},{"$f":"IF(K250=K251,L251,CONCATENATE(\"(\",K250,\"+\",K251,\")/2\"))","v":0.1},{"$f":"ROUND(C251*D251*E251*N251,2)","v":2.48},null,null,null,0.1,0.1,0.1,0.1]
[null,null,1,5,2.54,0.1,1.27,null,null,null,0.1,0.1,0.1,0.1]
[null,null,1,5,2.54,"(0.1+0.075)/2",1.1100000000000001,null,null,null,7.4999999999999997E-2,7.4999999999999997E-2,7.4999999999999997E-2,8.7499999999999994E-2]
[null,null,1,5,2.54,"(0.075+0.1)/2",1.1100000000000001,null,null,null,0.1,0.1,0.1,8.7499999999999994E-2]
[null,null,1,5,2.54,"(0.1+0.075)/2",1.1100000000000001,null,null,null,7.4999999999999997E-2,7.4999999999999997E-2,7.4999999999999997E-2,8.7499999999999994E-2]
[null,null,1,{"$f":"8.5-0.23","v":8.27},2.54,7.4999999999999997E-2,1.58,null,null,null,7.4999999999999997E-2,7.4999999999999997E-2,7.4999999999999997E-2,7.4999999999999997E-2]
[null,"3rd Cross Road to 4th Cross Road ","K.Sastry(H) to M.Bosamma(H)",{"$nulls":7},7.4999999999999997E-2,7.4999999999999997E-2,7.4999999999999997E-2,7.4999999999999997E-2]
[null,null,1,{"$f":"5-0.23","v":4.7699999999999996},{"$f":"3-0.46","v":2.54},{"$f":"IF(K257=K258,L258,CONCATENATE(\"(\",K257,\"+\",K258,\")/2\"))","v":"(0.075+0.1)/2"},{"$f":"ROUND(C258*D258*E258*N258,2)","v":1.06},null,null,null,0.1,0.1,0.1,8.7499999999999994E-2]
[null,null,1,10,2.54,0.1,2.54,null,null,null,0.1,0.1,0.1,0.1]
[null,null,1,5,2.54,"(0.1+0.075)/2",1.1100000000000001,null,null,null,7.4999999999999997E-2,7.4999999999999997E-2,7.4999999999999997E-2,8.7499999999999994E-2]
[null,null,1,5,2.54,7.4999999999999997E-2,0.95,null,null,null,7.4999999999999997E-2,7.4999999999999997E-2,7.4999999999999997E-2,7.4999999999999997E-2]
[null,null,1,{"$f":"7.3-0.23","v":7.0699999999999994},2.54,"(0.075+0.1)/2",1.57,null,null,null,0.1,0.1,0.1,8.7499999999999994E-2]
[null,"4th Cross Road to 5th Cross Road ","M.Nagabhushanam(H) to K.David(H)",{"$nulls":7},0.12,0.12,0.12,0.11]
[null,null,1,{"$f":"5-0.23","v":4.7699999999999996},{"$f":"3-0.46","v":2.54},{"$f":"IF(K263=K264,L264,CONCATENATE(\"(\",K263,\"+\",K264,\")/2\"))","v":0.12},{"$f":"ROUND(C264*D264*E264*N264,2)","v":1.45},null,null,null,0.12,0.12,0.12,0.12]
[null,null,1,5,2.54,"(0.12+0.1)/2",1.4,null,null,null,0.1,0.1,0.1,0.11]
[null,null,1,10,2.54,0.1,2.54,null,null,null,0.1,0.1,0.1,0.1]
[null,null,1,5,2.54,"(0.1+0.075)/2",1.1100000000000001,null,null,null,7.4999999999999997E-2,7.4999999999999997E-2,7.4999999999999997E-2,8.7499999999999994E-2]
[null,null,1,{"$f":"6.5-0.23","v":6.27},2.54,"(0.075+0.1)/2",1.39,null,null,null,0.1,0.1,0.1,8.7499999999999994E-2]
[null,"II. Kattepogu Baburao(H) to OC Burial Ground",{"$nulls":10},0,0.05]
[null,"K.Nagaraju(H) to 1st Cross Road i.e.","K.Nagaraju(H) to K.Baburao(H)",{"$nulls":7},0.12,{"$f":"K270","v":0.12},0.12,0.06]
[null,null,1,5,{"$f":"3-0.46","v":2.54},{"$f":"IF(M270=M271,N271,CONCATENATE(\"(\",M270,\"+\",M271,\")/2\"))","v":0.12},{"$f":"ROUND(C271*D271*E271*N271,2)","v":1.52},null,null,null,0.12,0.12,0.12,0.12]
[null,null,1,5,2.54,"(0.12+0.1)/2",1.4,null,null,null,0.1,0.1,0.1,0.11]
[null,null,1,4.7,2.54,0.1,1.19,null,null,null,0.1,0.1,0.1,0.1]
[null,"1st Cross Road to 2nd Cross Road ","K.Baburao(H) to K.Nagesh(H)",{"$nulls":7},0.1,0.1,0.1,0.1]
[null,null,1,10,{"$f":"3-0.46","v":2.54},{"$f":"IF(M274=M275,N275,CONCATENATE(\"(\",M274,\"+\",M275,\")/2\"))","v":0.1},{"$f":"ROUND(C275*D275*E275*N275,2)","v":2.54},null,null,null,0.1,0.1,0.1,0.1]
[null,null,1,5,2.54,"(0.1+0.12)/2",1.4,null,null,null,0.12,0.12,0.12,0.11]
[null,null,1,5,2.54,0.12,1.52,null,null,null,0.12,0.12,0.12,0.12]
[null,null,1,5,2.54,"(0.12+0.1)/2",1.4,null,null,null,0.1,0.1,0.1,0.11]
[null,null,1,{"$f":"3.5-0.23","v":3.27},2.54,0.1,0.83,null,null,null,0.1,0.1,0.1,0.1]
[null,"2nd Cross Road to 3rd Cross Road ","K.Ramulu(H) to K.Subbarao(H)",{"$nulls":7},0.1,0.1,0.1,0.1]
[null,null,1,5,{"$f":"3-0.46","v":2.54},{"$f":"IF(M280=M281,N281,CONCATENATE(\"(\",M280,\"+\",M281,\")/2\"))","v":"(0.1+0.075)/2"},{"$f":"ROUND(C281*D281*E281*N281,2)","v":1.1100000000000001},null,null,null,7.4999999999999997E-2,7.4999999999999997E-2,7.4999999999999997E-2,8.7499999999999994E-2]
[null,null,1,5,2.54,7.4999999999999997E-2,0.95,null,null,null,7.4999999999999997E-2,7.4999999999999997E-2,7.4999999999999997E-2,7.4999999999999997E-2]
[null,null,1,5,2.54,"(0.075+0.1)/2",1.1100000000000001,null,null,null,0.1,0.1,0.1,8.7499999999999994E-2]
[null,null,1,10,2.54,0.1,2.54,null,null,null,0.1,0.1,0.1,0.1]
[null,null,1,{"$f":"3.7-0.23","v":3.47},2.54,"(0.1+0.125)/2",0.99,null,null,null,0.125,0.125,0.125,0.1125]
[null,"3rd Cross Road to 4th Cross Road ","P.Subbarao(H) to K.Chittemma(H)",{"$nulls":7},0.1,0.1,0.1,0.1125]
[null,null,1,{"$f":"5-0.23","v":4.7699999999999996},{"$f":"3-0.46","v":2.54},{"$f":"IF(M286=M287,N287,CONCATENATE(\"(\",M286,\"+\",M287,\")/2\"))","v":"(0.1+0.125)/2"},{"$f":"ROUND(C287*D287*E287*N287,2)","v":1.36},null,null,null,0.125,0.125,0.125,0.1125]
[null,null,1,5,2.54,"(0.125+0.075)/2",1.27,null,null,null,7.4999999999999997E-2,7.4999999999999997E-2,7.4999999999999997E-2,0.1]
[null,null,1,5,2.54,"(0.075+0.125)/2",1.27,null,null,null,0.125,0.125,0.125,0.1]
[null,null,1,5,2.54,"(0.125+0.1)/2",1.43,null,null,null,0.1,0.1,0.1,0.1125]
[null,null,1,{"$f":"8.5-0.23","v":8.27},2.54,0.1,2.1,null,null,null,0.1,0.1,0.1,0.1]
[null,"4th Cross Road to 5th Cross Road ","Anganwadi School to K.Musalaiah(H)",{"$nulls":7},0.1,0.1,0.1,0.1]
[null,null,1,{"$f":"10-0.23","v":9.77},{"$f":"3-0.46","v":2.54},{"$f":"IF(M292=M293,N293,CONCATENATE(\"(\",M292,\"+\",M293,\")/2\"))","v":0.1},{"$f":"ROUND(C293*D293*E293*N293,2)","v":2.48},null,null,null,0.1,0.1,0.1,0.1]
[null,null,1,5,2.54,"(0.1+0.125)/2",1.43,null,null,null,0.125,0.125,0.125,0.1125]
[null,null,1,5,2.54,0.125,1.59,null,null,null,0.125,0.125,0.125,0.125]
[null,null,1,5,2.54,"(0.125+0.1)/2",1.43,null,null,null,0.1,0.1,0.1,0.1125]
[null,null,1,{"$f":"5.5-0.23","v":5.27},2.54,0.1,1.34,null,null,null,0.1,0.1,0.1,0.1]
[null,"5th Cross Road to 6th Cross Road ","K.Yohan(H) to O.C.Burial Ground",{"$nulls":7},0.1,0.1,0.1,0.1]
[null,null,1,5,{"$f":"3-0.46","v":2.54},{"$f":"IF(M298=M299,N299,CONCATENATE(\"(\",M298,\"+\",M299,\")/2\"))","v":"(0.1+0.125)/2"},{"$f":"ROUND(C299*D299*E299*N299,2)","v":1.43},null,null,null,0.125,0.125,0.125,0.1125]
[null,null,1,5,2.54,0.125,1.59,null,null,null,0.125,0.125,0.125,0.125]
[null,null,1,5,2.54,"(0.125+0.1)/2",1.43,null,null,null,0.1,0.1,0.1,0.1125]
[null,null,1,5,2.54,0.1,1.27,null,null,null,0.1,0.1,0.1,0.1]
[null,null,1,5,2.54,"(0.1+0.125)/2",1.43,null,null,null,0.125,0.125,0.125,0.1125]
[null,null,1,{"$f":"2.3-0.23","v":2.0699999999999998},2.54,0.125,0.66,null,null,null,0.125,0.125,0.125,0.125]
[null,"III. S.C. Burial Ground  to  Mandepudi Nagaraju(H)"]
[null,null,"Karri Koteswararao(H) to Mandepudi Hanodu(H)"]
[null,null,1,{"$f":"31.1-0.23","v":30.87},{"$f":"3-0.46","v":2.54},7.4999999999999997E-2]
[null,null,"Gudisa Jakkayya(H) to Mandepudi Nagaraju(H)"]
[null,null,1,{"$f":"30.5-0.23","v":30.27},{"$f":"3-0.46","v":2.54},7.4999999999999997E-2]
[null,"IV. Library  to  Mandepudi Saramma(H)"]
[null,null,1,{"$f":"40-0.23","v":39.770000000000003},{"$f":"3-0.46","v":2.54},7.4999999999999997E-2]
[null,"At Road Crossings",null,46,3,7.4999999999999997E-2,{"$f":"ROUND(C312*D312*E312*F312,2)","v":0}]
[]
[]
[null,"V. Side drains for Road Crossings"]
[null,null,{"$f":"C224","v":0},5,1.1499999999999999,0.15,{"$f":"ROUND(C316*D316*E316*F316,2)","v":0}]
[null,"V. For Pipe Culverts Foundation"]
[null,null,null,2.5,0.45,0.15,{"$f":"ROUND(C318*D318*E318*F318,2)","v":0}]
[{"$nulls":6},{"$f":"SUM(G235:G318)","v":89.910000000000025},{"$f":"Data!H49","v":787.82333333333327},{"$f":"ROUND(G319*H319,0)","v":70833}]
[{"$nulls":6},"Cum ","1 Cum "]
[2,"Unskilled labour for filling  Stone dust in foundation and Underneath CC pavement  and foundations of side drains, including all labour charges etc., complete"]
[null,"Underneath CC Pavement",1,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$f":"#REF!","v":{"$error":"#REF!"}},{"$f":"#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(C322*D322*E322*F322,2)","v":{"$error":"#REF!"}}]
[null,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$f":"#REF!","v":{"$error":"#REF!"}},{"$f":"#REF!","v":{"$error":"#REF!"}},{"$f":"#REF!","v":{"$error":"#REF!"}},{"$f":"#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"},null,null,13]
[{"$nulls":6},{"$f":"G319","v":89.910000000000025},{"$f":"+Data!G49","v":0},null,null,null,{"$f":"I324/180","v":0},{"$f":"82+58","v":140}]
[{"$nulls":6},"Cum ","1 Cum "]
[6,"Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2  MORD / 305 MORTH."]
[null,"for Subgrade"]
[null,{"$f":"CONCATENATE(\"Road no. \",J328)","v":"Road no. 11"},1,60,5,0.3,{"$f":"ROUND(C328*D328*E328*F328,2)","v":90},null,null,11]
[]
[{"$nulls":7},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G330*H330,0)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Cum",{"$f":"\"1\"&G331","v":"1Cum"}]
[6,"Supply and collection of Selected Earth including stacking to Departmental gauge for pre measurements for Shoulders (CSSR)"]
[null,"for Subgrade"]
[null,{"$f":"CONCATENATE(\"Road  \",J334)","v":"Road  "},null,{"$f":"N5","v":230},3.5,{"$f":"L334*1.28","v":0.192},{"$f":"ROUND(C334*D334*E334*F334,2)","v":0},{"$nulls":4},{"$f":"P5","v":0.15}]
[null,"Shoulders, L/S & R/S",null,{"$f":"D390","v":325.89999999999998},0.6,0.3,0]
[{"$nulls":6},{"$f":"SUM(G334:G335)","v":0},{"$f":"'Lead statement'!O22","v":447.7},{"$f":"ROUND(G336*H336,0)","v":0}]
[{"$nulls":6},"Cum",{"$f":"\"1\"&G337","v":"1Cum"}]
[7,"Engaging Un Skilled Labour for spreading the collected (Selected Earth) material and sectioning  for  Shoulders (RSSR)"]
[null,"for Subgrade"]
[null,{"$f":"B334","v":"Road  "},null,{"$f":"D334","v":230},3.5,0.192,{"$f":"ROUND(C340*D340*E340*F340,2)","v":0},{"$nulls":4},{"$f":"L334","v":0.15}]
[null,"Shoulders, L/S & R/S",{"$f":"C335","v":0},325.89999999999998,0.6,0.3,0]
[{"$nulls":6},{"$f":"SUM(G340:G341)","v":0},{"$f":"Data!H186","v":32.94},{"$f":"ROUND(G342*H342,0)","v":0}]
[{"$nulls":6},"Cum",{"$f":"\"1\"&G343","v":"1Cum"}]
[6,"Compaction of collected Selected Earth using 8-10T Power Road Roller with required watering for Subgrade (CSSR)"]
[null,"for Subgrade"]
[null,{"$f":"B340","v":"Road  "},null,{"$f":"D341","v":325.89999999999998},{"$f":"E340","v":3.5},{"$f":"L340","v":0.15},{"$f":"ROUND(C346*D346*E346*F346,2)","v":0},{"$nulls":4},{"$f":"L340","v":0.15}]
[{"$nulls":6},{"$f":"SUM(G345:G346)","v":0},123.13,{"$f":"ROUND(G347*H347,0)","v":0}]
[{"$nulls":6},"Cum",{"$f":"\"1\"&G348","v":"1Cum"}]
[3,"Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. Table 400.2"]
[null,"for Subbase"]
[null,{"$f":"B346","v":"Road  "},0,{"$f":"D346","v":325.89999999999998},3.5,{"$f":"L351","v":0.15},{"$f":"ROUND(C351*D351*E351*F351,2)","v":0},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G351*H351,0)","v":{"$error":"#REF!"}},null,null,0.15]
[{"$nulls":6},"Cum ","1 Cum "]
[5,{"$f":"Data!E52","v":"Construction of  un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing  and including overhead charges & Contractor profit, but excluding GST & Seignorage Charges Technical Specification Clause 1501 MORD including overhead charges & Contractors profit but excluding GST ."}]
[null,"I. Dasari Jayarao(H) to Karri David(H)",null,null,"VP 1 - 4"]
[null,"Dasari Jayarao(H) to 1st Cross Road i.e.","Dasari Jayarao(H) to K.Parisudharao(H)"]
[null,null,1,38.5,3,0.17,{"$f":"ROUND(C356*D356*E356*F356,2)","v":19.64}]
[null,"1st Cross Road to 2nd Cross Road ","M.Dasu(H) to K.Baaji(H)"]
[null,null,1,31.9,3,0.17,{"$f":"ROUND(C358*D358*E358*F358,2)","v":16.27}]
[null,"2nd Cross Road to 3rd Cross Road ","M.Samson(H) to M.Premanandam(H)"]
[null,null,1,33.5,3,0.17,{"$f":"ROUND(C360*D360*E360*F360,2)","v":17.09}]
[null,"3rd Cross Road to 4th Cross Road ","K.Sastry(H) to M.Bosamma(H)"]
[null,null,1,32.299999999999997,3,0.17,{"$f":"ROUND(C362*D362*E362*F362,2)","v":16.47}]
[null,"4th Cross Road to 5th Cross Road ","M.Nagabhushanam(H) to K.David(H)"]
[null,null,1,31.5,3,0.17,{"$f":"ROUND(C364*D364*E364*F364,2)","v":16.07}]
[null,"II. Kattepogu Baburao(H) to OC Burial Ground"]
[null,"K.Nagaraju(H) to 1st Cross Road i.e.","K.Nagaraju(H) to K.Baburao(H)"]
[null,null,1,14.7,3,0.17,{"$f":"ROUND(C367*D367*E367*F367,2)","v":7.5}]
[null,"1st Cross Road to 2nd Cross Road ","K.Baburao(H) to K.Nagesh(H)"]
[null,null,1,28.5,3,0.17,{"$f":"ROUND(C369*D369*E369*F369,2)","v":14.54}]
[null,"2nd Cross Road to 3rd Cross Road ","K.Ramulu(H) to K.Subbarao(H)"]
[null,null,1,28.7,3,0.17,{"$f":"ROUND(C371*D371*E371*F371,2)","v":14.64}]
[null,"3rd Cross Road to 4th Cross Road ","P.Subbarao(H) to K.Chittemma(H)"]
[null,null,1,28.5,3,0.17,{"$f":"ROUND(C373*D373*E373*F373,2)","v":14.54}]
[null,"4th Cross Road to 5th Cross Road ","Anganwadi School to K.Musalaiah(H)"]
[null,null,1,30.5,3,0.17,{"$f":"ROUND(C375*D375*E375*F375,2)","v":15.56}]
[null,"5th Cross Road to 6th Cross Road ","K.Yohan(H) to O.C.Burial Ground"]
[null,null,1,27.3,3,0.17,{"$f":"ROUND(C377*D377*E377*F377,2)","v":13.92}]
[null,"To be Executed"]
[null,"III. S.C. Burial Ground  to  Mandepudi Nagaraju(H)"]
[null,null,null,31.1,3,0.17,{"$f":"ROUND(C380*D380*E380*F380,2)","v":0}]
[null,null,"Gudisa Jakkayya(H) to Mandepudi Nagaraju(H)"]
[null,null,null,30.5,3,0.17,{"$f":"ROUND(C382*D382*E382*F382,2)","v":0}]
[null,"IV. Library  to  Mandepudi Saramma(H)"]
[null,null,null,40,3,0.17,{"$f":"ROUND(C384*D384*E384*F384,2)","v":0}]
[null,"At Road Crossings",null,46,3,0.17,0]
[null,"Approaches",null,3,3,{"$f":"IF(K386=L386,M386,CONCATENATE(\"(\",K386,\"+\",L386,\")/2\"))","v":"(0.17+0.07)/2"},{"$f":"ROUND(C386*D386*E386*M386,2)","v":0},null,null,null,"0.17","0.07",{"$f":"(K386+L386)/2","v":0.12000000000000001}]
[null,"Approach to Culvert @ 4th Cross Road i.e. Culvert @ Ala Srihari(H)"]
[{"$nulls":4},{"$f":"IF(N388=O388,P388,CONCATENATE(\"(\",N388,\"+\",O388,\")/2\"))","v":"(6.80+3.40)/2"},{"$f":"IF(K388=L388,M388,CONCATENATE(\"(\",K388,\"+\",L388,\")/2\"))","v":"(0.17+0.125)/2"},{"$f":"ROUND(C388*D388*P388*M388,2)","v":0},null,null,null,"0.17",0.125,{"$f":"(K388+L388)/2","v":0.14750000000000002},"6.80","3.40",{"$f":"(N388+O388)/2","v":5.0999999999999996}]
[]
[null,null,null,{"$f":"SUM(D356:D377)","v":325.89999999999998},null,null,{"$f":"SUM(G355:G389)","v":166.23999999999998},{"$f":"Data!H91","v":5727.44},{"$f":"ROUND(G390*H390,0)","v":952130}]
[{"$nulls":6},"Cum ","1 Cum "]
[9,"Cost and Fabrication Charges of Steel for Culvert Cover Slabs at Road Crossings"]
[{"$nulls":7},{"$f":"Data!H215","v":{"$error":"#REF!"}},{"$f":"ROUND(G393*H393,0)","v":{"$error":"#REF!"}},7,12,{"$f":"ROUNDUP(M394/0.15,0)+1","v":28},1.1000000000000001,{"$f":"L393*M393","v":30.800000000000004},{"$f":"N393*0.888","v":27.350400000000004},{"$f":"O393*J393*2","v":382.90560000000005}]
[{"$nulls":6},"M.T.",null,null,{"$f":"J393","v":7},10,{"$f":"ROUNDUP(M393/0.15,0)+1","v":9},3.95,35.550000000000004,{"$f":"N394*0.617","v":21.934350000000002},307.08090000000004]
[{"$nulls":15},{"$f":"SUM(P393:P394)","v":689.98650000000009}]
[null,"To be Executed Items"]
[6,"Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular  material including  fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,"]
[null,"300 mm Dia. RCC NP3 Class pipe",{"$nulls":5},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G398*H398,0)","v":{"$error":"#REF!"}}]
[null,"At Road Crossings",{"$nulls":4},"RM","1 RM"]
[7,"Supply and fixing of 4 mm thick MS name board of size 2’-6” x 4’ including  painting and required lettering with Enamel paint using 40 mm x 40 mm x 5 mm size angle sections  (weight per Rm 3.0Kgs) - 9.00 RM and Earth work excavation and PCC (1:4:8) mix with 40 mm size HB(G) MC Chips for - 1*2*0.30*0.30*0.50 m size  (0.09 Cum) for Pits to hold the Board in Place including cost and Conveyance of all materials to site, labour charges, and incidental charges etc.. complete",{"$nulls":12},{"$f":"SUM(O393:O394)","v":49.284750000000003},null,{"$f":"O400*2","v":98.569500000000005}]
[null,"Name Board",{"$nulls":4},{"$f":"C401","v":0},{"$f":"+Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G401*H401,0)","v":{"$error":"#REF!"}}]
[26,"Provision for Joint Filler Board 20mm thick",{"$nulls":5},{"$f":"Data!F84","v":735}]
[{"$nulls":8},{"$f":"SUM(I12:I402)","v":{"$error":"#REF!"}}]
[6,"Seignorage Charges ",{"$nulls":6},{"$f":"'Seignorage (1st & P.Bill)'!J35","v":{"$error":"#REF!"}},null,null,"Labour","Cement"]
[{"$f":"A404+1","v":7},"Provision for VAT Charges @ 5 %",{"$nulls":5},0.05,{"$f":"ROUND(J405*H405,0)","v":{"$error":"#REF!"}},{"$f":"I403-L405","v":{"$error":"#REF!"}},null,{"$f":"I64+I324+I342","v":11722},{"$f":"'Seignorage (1st & P.Bill)'!G37","v":{"$error":"#REF!"}},{"$f":"CRDA!K87","v":{"$error":"#REF!"}},{"$f":"SUM(M405:N405)","v":{"$error":"#REF!"}}]
[8,"Provision for QC Charges @ 0.50%",{"$nulls":5},5.0000000000000001E-3,{"$error":"#REF!"},{"$f":"I403","v":{"$error":"#REF!"}}]
[9,"Storage&Safe guard of Materials @ 2.50%",{"$nulls":5},2.5000000000000001E-2,{"$error":"#REF!"},{"$f":"J406","v":{"$error":"#REF!"}}]
[10,"Provision for Unforeseen Items",{"$nulls":6},{"$f":"I409-I403-I404-I405-I406-I407","v":{"$error":"#REF!"}},null,{"$f":"I408/H390","v":{"$error":"#REF!"}}]
[{"$nulls":7},"TOTAL :: Rs.",{"$f":"'Lead statement'!#REF!*100000","v":{"$error":"#REF!"}}]
[]
[]
[]
[]
[null,null,"Deputy Executive Engineer,",{"$nulls":4},"Asst. Exe. Engineer,"]
[null,null,"PRISD :: Mangalagiri.",{"$nulls":4},"MPP (PRI) :: Mangalagiri."]

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[]
[]
[]
[{"$nulls":11}," G.P. 14th F.C."]
[null,null,"Sub Division : PRISD  :: Mangalagiri",{"$nulls":8},"CRDA"]
[null,null,"Mandal : Duggirla",{"$nulls":9},"077041213011080008"]
{"$rows_empty":22}
[null,null,{"$f":"'Det.Est.'!C2","v":"Providing Interlocking pavers road from Lanke seshagiri rao (H) to kokkiligadda varma (H)  in Duggirala (V&M)."}]
[]
[]
[]
[{"$nulls":4},"Estimate Cost :: Rs.",{"$f":"'Lead statement'!K4","v":1.7},"Lakhs"]
[{"$nulls":4},{"$f":"'Imput data'!C21","v":"50 :: 50"},"Ratio"]
[{"$nulls":5},{"$f":"'Imput data'!R11","v":{"$error":"#REF!"}}]

{"sheet":"SPE","index":13,"n_rows":39,"n_cols":10,"rows_kept":39,"cut":false,"hidden":false,"merged":[[10,1,10,4],[33,5,33,7],[34,5,34,7],[37,3,37,7],[38,3,38,7],[15,3,15,9],[25,4,25,10]]}
["“Specification Report\"  to accompanying the Detailed Estimate for the Work"]
[]
[{"$f":"'Cover Page'!D25","v":"Providing Interlocking pavers road from Lanke seshagiri rao (H) to kokkiligadda varma (H)  in Duggirala (V&M)."}]
[{"$f":"CONCATENATE(C4,D4,E4,F4)","v":"Estimate Cost  :: Rs. 1.7  Lakhs"},null,"Estimate Cost  :: Rs. ",1.7,null,"  Lakhs"]
[]
[{"$f":"CONCATENATE(B6,C6,D6,F6,G6)","v":{"$error":"#REF!"}},"                             The above said work has been administratively sanctioned vide proceedings  ",{"$f":"Cover!C8","v":0},"  under MGNREGS 50% convergance with CRDA Grant for Rs.",null,{"$f":"'Lead statement'!#REF!","v":{"$error":"#REF!"}}," lakhs. "]
["                        The work was administratively sanctioned with Resolution No:-  45dated :-01-11-2023 of the Duggirala grama panchayath Duggirala mandal.T.Hence  the Detailed cum abstract estimate prepared  as per  the  type designs  communicated  with the following provisions."]
[null,null,"                            The total length of the road now proposed is  ",{"$f":"'Det.Est.'!D25","v":0},"0 mts. The  existing surface of the road is ","Gravel"," surface  of 3.00 m width with lot of undulationbs and it is one of the Important Traffic  Road in the village and the Sarpanch, G.P., ",{"$f":"'Lead statement'!D2","v":"Duggirala"}," village has passed resolution and requested the Executive Engineer, PR Division, Guntur for according sanction."]
["                           The Work is entrusted to Grampanchayat,Nidamarru(V) and the work is executed as per estimate provisions except some minor deviations necessiated during execution of work. Approaches to  connecting roads with 300 mm Dia. RCC NP3 Class pipe at 14 places  is required and has been provided and adopted in the Working Estimate",null,null,"without considering the underground drainage"]
["                              The Detailed  Estimate is prepared with the following provisions  :: ",{"$nulls":8},"and most of the cc roads were laid without drainage.Hence there is no possibility to provide drainage."]
["                GST exemption for local bodies as per GOMS.No:- 482 with dated 24-09-2018."]
["                              Earth work exevation and depositing the soil on banks with an initial lead and lift in all soils etc., complete.",1,"Un Skilled labour for Earth work exevation and depositing the soil on banks with an initial lead and lift in all soils etc., complete."]
["                           Providing plain cement concrete M10 mix using 40mm and 20 mm Graded  HBG crushed Metal with 220 Kgs of cement per 1cum of concrete,  including C/c of all materials, curing ,labour charges etc., complete as per drawings & tech. specifications  Clause 802, 803, 1202 & 1203 as per clause 800 & 1200 (1) of MORD and guidelines for shoe walls below G.L."]
[{"$f":"CONCATENATE(B14,\". \",C14)","v":"4. Laying of M15 nominal mix using 66% of 20 mm HBG Metal and 34% of 12mm HBG Metal including Cost and Conveyance of all materials, Centering and Labour Charges and Curing for Side Drains as Per the Section Covered in guidelines for Bed concrete"},4,"Laying of M15 nominal mix using 66% of 20 mm HBG Metal and 34% of 12mm HBG Metal including Cost and Conveyance of all materials, Centering and Labour Charges and Curing for Side Drains as Per the Section Covered in guidelines for Bed concrete"]
[]
["                           Providing plain cement concrete M10 mix using 40mm and 20 mm Graded  HBG crushed Metal with 220 Kgs of cement per 1cum of concrete,  including C/c of all materials, curing ,labour charges etc., complete as per drawings & tech. specifications  Clause 802, 803, 1202 & 1203 as per clause 800 & 1200 (1) of MORD and guidelines for shoe walls Above G.L.",null,null,"Cost and supply of Stonedust for filling in between kee walls including Un Skilled Labour &   conveyance to site etc., complete  "]
[]
["                           Cost and supply of sand for filling in between kee walls including Un Skilled Labour &   conveyance to site etc., complete  "]
[{"$f":"CONCATENATE(B19,\". \",C19)","v":{"$error":"#REF!"}},{"$f":"#REF!+1","v":{"$error":"#REF!"}},{"$f":"'Det. Est.'!B51","v":"Unskilled labour for filling  Stone dust in foundation and Underneath CC pavement  and foundations of side drains, including all labour charges etc., complete"}]
[{"$error":"#REF!"},{"$f":"B19+1","v":{"$error":"#REF!"}},{"$f":"'Det. Est.'!B41","v":"Laying of M15 nominal mix using 66% of 20 mm HBG Metal and 33% of 12mm HBG Metal including Cost and Conveyance of all materials, Centering and Labour Charges and Curing for Side Drains as Per the Section Covered in guidelines for Drainwalls on roadside and houseside"}]
["7. Supply and collection of Selected Earth including stacking to Departmental gauge for pre measurements for Subgrade and Shoulders (CSSR)",7,{"$f":"'Det. Est.'!B62","v":"Supply and collection of Selected Earth including stacking to Departmental gauge for pre measurements for Subgrade and Shoulders (CSSR)"}]
["8. Engaging Un Skilled Labour for spreading the collected (Selected Earth) material and sectioning  for  Subgrade and Shoulders (RSSR)",8,{"$f":"'Det. Est.'!B68","v":"Engaging Un Skilled Labour for spreading the collected (Selected Earth) material and sectioning  for  Subgrade and Shoulders (RSSR)"}]
["9. 4) Provision made for CC(1:4:8) mix concrete using 40 mm HBG metal over stone dust layer.",{"$f":"B22+1","v":9},"4) Provision made for CC(1:4:8) mix concrete using 40 mm HBG metal over stone dust layer."]
["8. Compaction of collected Selected Earth using 8-10T Power Road Roller with required watering for Subgrade (CSSR)",8,"Compaction of collected Selected Earth using 8-10T Power Road Roller with required watering for Subgrade (CSSR)"]
["8. Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. Table 400.2",8,"Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. Table 400.2"]
[{"$nulls":4},"Cost and supply of Stonedust for filling in between kee walls including Un Skilled Labour &   conveyance to site etc., complete  "]
["                            Construction of  un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing  and including overhead charges & Contractor profit, but excluding GST & Seignorage Charges Technical Specification Clause 1501 MORD including overhead charges & Contractors profit but excluding GST ."]
["Providing and Laying of Interlocking Concrete Block Pavements using CC M40 having thickness 80 mm as per drawing and Technical Specification Clause 1504 MORD"]
["                             Filling in foundation trenches (Hard Morrum/  Selected Earth) as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding GST ."]
["Cost and supply Laying of hume pipe with collar 300 mm dia at requied level"]
["                             Provisions are made for the Quality Control (QC) Charges @ 0.50%,NAC 0.1%, and GST Charges @ 18% and Supervision Charges @3.0 % on the value of the work proposed for execution.Provision is also made for unforeseen items of the work."]
["                           The  Detailed Estimate is prepared as per the current Common Standard Schedule of Rates 2023-2024"]
[]
["                                            Assistant Executive Engineer,  ",{"$nulls":4},"Asst .Exe.Engineer,"]
["                                                                                         MPP (PRI) :: Duggirala.",{"$nulls":4},"M.P.P.(P.R.I.),Ponnur"]
[]
[]
[null,null,null,"Dy.Executive Engineer"]
[null,null,null,"PRISD,Mangalagiri."]

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["Rural Development Department"]
["MGNREGS-AP"]
["Input Data Sheet for the work"]
["“Construction of Pucca Internal Roads or streets including side drains,culverts within a village”",{"$nulls":10},{"$f":"'Lead statement'!#REF!","v":{"$error":"#REF!"}}]
[]
["Note: ",{"$nulls":10},"Mangalagiri Mandal",null,90," :: ",10,{"$f":"CONCATENATE(N6,O6,P6)","v":"90 :: 10"},{"$f":"N6*$L$4/100","v":{"$error":"#REF!"}},{"$f":"P6*$L$4/100","v":{"$error":"#REF!"}},null,{"$f":"CONCATENATE(\"Rs. \",R6,\" :: \",S6,\" Lakhs\")","v":{"$error":"#REF!"}}]
["      1. The estimate should be prepared habitation wise.",{"$nulls":9},1,"Chirravuru ",3697,70," :: ",30,"70 :: 30",{"$error":"#REF!"},{"$error":"#REF!"},null,{"$error":"#REF!"}]
["2.The entire length of road  shall be covered in one estimate.",{"$nulls":9},2,"Gundimesa",2008,50," :: ",50,"50 :: 50",{"$error":"#REF!"},{"$error":"#REF!"},null,{"$f":"CONCATENATE(\"Rs. \",R8,\"0 :: \",S8,\"0 Lakhs\")","v":{"$error":"#REF!"}}]
["3. Wherever gravel thickness is partly existing, provide gravel of 100 mm loose thickness.",{"$nulls":9},3,"Ippatam",1873]
["4. The specification of MS name board has to  be in detail in datasheet.",{"$nulls":9},4,"Kolanukonda",3186]
["       5. The detailed estimate, datasheet and lead statement prepared manually outside the computer should be tied to the computer generated estimate.",{"$nulls":9},5,"Kunchanapalli",5665,{"$nulls":4},{"$f":"IF(C19>9000,U8,IF(C19>2000,U7,U6))","v":{"$error":"#REF!"}}]
[{"$nulls":10},6,"Mellampudi",2231]
[" A) General Information ",{"$nulls":9},7,"Penumaka",7903]
[{"$nulls":10},8,"Praturu",2401]
[null,"DCC (Departmental Computer Center) Name :","Guntur Division",{"$nulls":7},9,"Undavalli",9746]
[null,"Name of Mandal","Mangalagiri",{"$nulls":7},10,"Vaddeswaram",6284]
[null,"Name of Gram Panchayat",{"$f":"'Lead statement'!D2","v":"Duggirala"}]
[null,"Name of Habitation",{"$f":"C17","v":"Duggirala"},{"$nulls":7},12,"Vaddeswaram",9236]
[null,"Population of Habitation",{"$f":"M15","v":9746},{"$nulls":7},13,"Pedavadlapudi",13076]
[null,"MGNREGS",{"$f":"Cover!#REF!","v":{"$error":"#REF!"}},{"$nulls":7},14,"Ramachandrapuram",1077]
[null,"Ratio of Grant ( MGNREGS : Other )",{"$f":"IF(C19>9000,Q8,IF(C19>2000,Q7,Q6))","v":"50 :: 50"},{"$nulls":7},15,"Yerrabalem",11216]
[]
[null,"1)Location_____________________"]
[]
[null,"2) Total length of road within the Habitation_",null,{"$f":"C29","v":0},"mts"]
[]
[null,"3) Road connecting from  ",{"$f":"'Lead statement'!D3","v":"Providing Interlocking pavers road from Lanke seshagiri rao (H) to kokkiligadda varma (H)  in Duggirala (V&M)."}]
[]
[null,"4) Total length of the proposed Road: ",{"$f":"SPE!D8","v":0},"mts"]
[]
[null,"5) CC",{"$f":"C29","v":0},"mts"]
[]
[null,"6) WBM",null,"mts"]
[]
[null,"7) GRAVEL",null,"mts"]
[]
[null,"8) EARTHEN ",null,"mts"]
[]
[null,"9) Road Width",{"$f":"'Det.Est.'!E24","v":3.75},"mts"]
[]
[null,"10) Locality : SC/ST/GENERAL"]
[]
[null,"11) Total Drain Length:  ",{"$f":"'Det. Est.'!M7","v":0},"mts"]
[]
[null,"12) No. of CD Works",null,"Nos"]
[]
[null,"13) Population being served by this Road:",{"$f":"ROUND(C31*5*2/7,0)","v":0}]
[]
["B) Abstract estimate"]
[]
["Quantites and Rates shall be as per technically sanctioned estimate. Rates shall be worked out as per standard data basing on rates available in RSSR and CSSR."]
[]
["SNo ","Task Name","Unit","Task code","Qty","Rate Per Unit ","Amount"]
[{"$nulls":5},"(in Rs)","(Rs.)"]
[1,"CW01.Amount for wage component ","days",19376,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$f":"#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(E55*F55,0)","v":{"$error":"#REF!"}}]
[2,"CW02.cement","bags",19377,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$f":"#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"}]
[3,"CW03. Plastering ","cum",19378,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$f":"'Lead statement'!O23","v":993.1},{"$error":"#REF!"}]
[3,"CW04.sand for concrete","cum",19379,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$f":"#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"}]
[5,"CW05.Grade II Metal:Consisting of 63mm to 45 mm IRC HBG/HBT metal 96% and 19mm to 22mm IRC HBG metal 4%","cum",19380,0,0,0]
[6,"CW06.Grade III Metal:Consisting of 53mm to 22.4mm IRC HBG/HBT metal 95% and 20mm to 10  mm IRC HBG metal 5%","cum",19381,0,0,0]
[4,"CW07.20mm to 12mm HBG/HBT graded Metal:Consisting of 20mm metal 60% and12mm metal 40%","cum",19382,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$f":"'Mat statement'!I30","v":{"$error":"#REF!"}},{"$f":"ROUND(E61*F61,0)","v":{"$error":"#REF!"}}]
[5,"CW08.Graded Metal consisting of 60% of 40mm and 40% of 40mm to 20mm graded HBG/HBT metal","cum",19383,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$f":"#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"}]
[6,"CW09.40 mm nominal HBG/HBT Graded Metal","cum",19384,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$f":"#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"}]
[6,"CW10.Cost towards engaging skilled labour,semi skilled labour,other materials and equipment charges including all other materials not covered above","Rs",19385,null,null,{"$f":"#REF!","v":{"$error":"#REF!"}},null,{"$f":"G72-G55-G56-G57-G58-G61-G62-G63-G65-G66-G67-G68-G69-G70-G71","v":{"$error":"#REF!"}}]
[7,"CW11.VAT upto 12%","Rs",19386,null,null,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$f":"G57+G58+G59+G60+G61+G62+G63+G64","v":{"$error":"#REF!"}},{"$f":"ROUND(H65*5%,0)","v":{"$error":"#REF!"}}]
[7,"CW12.QC @0.5%","Rs",19387,null,null,{"$f":"#REF!","v":{"$error":"#REF!"}}]
[8,"CW13.Seignorage charges","Rs",19388,null,null,{"$f":"#REF!","v":{"$error":"#REF!"}}]
[10,"CW14.cost of NP, other Pipes and Precast chambers etc.,","Rs",19389,null,null,0]
[11,"Storage&Safe guard of Materials @2.50%",{"$nulls":4},{"$f":"#REF!","v":{"$error":"#REF!"}}]
[12,"NAC Charges @ 0.10%",{"$nulls":4},{"$f":"'Mat statement'!D44","v":0}]
[9,"CW15.LS amount for unforcen items.","Rs",19390,null,null,{"$f":"#REF!","v":{"$error":"#REF!"}}]
["Sub Total :",{"$nulls":5},{"$f":"SUM(G55:G71)","v":{"$error":"#REF!"}}]
[]
[]
["Name of the official filling the details  :   ",null,null,null,"G.Varada Raju"]
[null,"Signature:"]
[null,"      "]
[null,"Date:"]
[]
["Designation of  the official filling the details  :   ",null,null,null," Assistant Engineer,  "]
[{"$nulls":4},"MPP (PRI) :: Tadepalli."]
[{"$nulls":8}," "]
[null,"Dy.Executive Engineer"]
[null,"PRISD,Mangalagiri."]

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["MATERIAL STATEMENT"]
[null,"Name of the Work","::",{"$f":"'Lead statement'!D3","v":"Providing Interlocking pavers road from Lanke seshagiri rao (H) to kokkiligadda varma (H)  in Duggirala (V&M)."}]
[{"$nulls":9},{"$f":"Cover!E33","v":"Estimate Cost :: Rs."},{"$f":"Cover!F33","v":1.7},null,null,null,{"$f":"'Lead statement'!J4","v":"Estimate Cost  ::  Rs. "},{"$f":"Cover!F33","v":1.7},"Lakhs",{"$f":"'Lead statement'!#REF!","v":{"$error":"#REF!"}}]
[null,null,null,"CW01","CW02","CW03","CW04","CW05","CW07","CW08","CW09","CW10",{"$nulls":9},"CW13","TOTAL"]
["Sl\n No.","Description of Item","Quantity","Wage component in Rs.","Matrerial Component",{"$nulls":6},"Others",{"$nulls":9},"Seigniorage Charges\nin Rs."]
[{"$nulls":4},"Cement in Mts","Sand for filling","Sand for Mortar","Gr. II HBG Metal","20mm & 12mm   HBG Chips","40mm & 20mm HBG Metal","40mm HBG Metal","GSB",null,null,null,"20mm HBG metal","Name Board",null,"Laying of M10 / M15 / M30","Laying of M30 CC pavement"]
[{"$nulls":11},"Gravel","Stondust","Stone Dust","Compaction",null,null,"Laying of 1:4:8",null,null,"Steel in MTs"]
[1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,12,18,13,20,22,20,14]
[1,{"$f":"'Det.Est.'!B7","v":"Earth work exevation and depositing the soil on banks with an initial lead and lift in all soils etc., complete. "},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$f":"'Det.Est.'!I9","v":905},{"$nulls":18},{"$f":"SUM(D9:V9)","v":905}]
[2,"Providing  M15 nominal mix using 66% of 20 mm HBG Metal and 33% of 12mm HBG Metal including Cost and Conveyance of all materials, Centering and Labour Charges and Curing for Side Drains as Per the Section Covered in guidelines for Drainwalls on roadside and houseside",null,null,{"$f":"C10*Data!#REF!","v":{"$error":"#REF!"}},null,{"$f":"C10*Data!#REF!","v":{"$error":"#REF!"}},null,{"$f":"C10*(Data!#REF!+Data!#REF!)","v":{"$error":"#REF!"}},{"$nulls":9},{"$f":"C10*Data!#REF!","v":{"$error":"#REF!"}},null,null,null,{"$f":"(E10*E30*20)+(G10*G30)+(I10*I30)+S10","v":{"$error":"#REF!"}},{"$f":"(E10*E30*20)","v":{"$error":"#REF!"}},{"$f":"(G10*G30)","v":{"$error":"#REF!"}},{"$f":"(I10*I30)","v":{"$error":"#REF!"}},{"$f":"S10","v":{"$error":"#REF!"}},{"$f":"SUM(X10:AA10)","v":{"$error":"#REF!"}}]
["A","For side walls",{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},null,{"$f":"C11*Data!C110","v":{"$error":"#REF!"}},null,{"$f":"C11*Data!C111","v":{"$error":"#REF!"}},null,{"$f":"C11*(Data!C112+Data!C113)","v":{"$error":"#REF!"}},{"$nulls":9},{"$f":"C11*Data!#REF!","v":{"$error":"#REF!"}},null,null,null,{"$f":"E11*'Lead statement'!O26+G11*G30+I11*I30+'Mat statement'!S11","v":{"$error":"#REF!"}}]
[2,"Providing P. C.C. (1:4:8) Nominal mix using 40mm HBG metal including Cost and conveyance of all materials and labour charges, centring chares, curing etc complete ",{"$f":"'Det. Est.'!G24","v":0},null,{"$f":"C12*Data!#REF!","v":{"$error":"#REF!"}},null,{"$f":"C12*Data!#REF!","v":{"$error":"#REF!"}},null,null,null,{"$f":"C12*Data!#REF!","v":{"$error":"#REF!"}},{"$nulls":7},{"$f":"C12*Data!#REF!","v":{"$error":"#REF!"}},null,null,null,{"$f":"(E12*E30*20)+(G12*G30)+(K12*K30)+S12","v":{"$error":"#REF!"}}]
[2,{"$f":"'Det. Est.'!B26:H26","v":"Providing plain cement concrete M10 mix using 40mm to 20 mm Graded  HBG crushed Metal with 220 Kgs of cement per 1cum of concrete,  including C/c of all materials, curing ,labour charges etc., complete as per drawings & tech. specifications  Clause 802, 803, 1202 & 1203 as per clause 800 & 1200 (1) of MORD and guidelines for shoe walls below G.L."},{"$f":"'Det.Est.'!G13","v":3.7},null,{"$f":"C13*Data!C9","v":0.81400000000000006},null,{"$f":"C13*Data!C10","v":1.665},null,null,{"$f":"C13*(Data!C11+Data!C12)","v":3.3299999999999996},{"$nulls":8},{"$f":"C13*Data!#REF!","v":{"$error":"#REF!"}},null,null,null,{"$f":"(E13*E30*20)+(G13*G30)+(J13*J30)+S13","v":{"$error":"#REF!"}}]
[3,{"$f":"'Det. Est.'!B31:H31","v":"Providing plain cement concrete M10 mix using 40mm to 20 mm Graded  HBG crushed Metal with 220 Kgs of cement per 1cum of concrete,  including C/c of all materials, curing ,labour charges etc., complete as per drawings & tech. specifications  Clause 802, 803, 1202 & 1203 as per clause 800 & 1200 (1) of MORD and guidelines for Screen walls above G.L."},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},null,{"$f":"ROUND(C14*0.22*1000,2)","v":{"$error":"#REF!"}},null,{"$f":"ROUND(C14*0.45,2)","v":{"$error":"#REF!"}},null,null,{"$f":"ROUND(C14*0.9,2)","v":{"$error":"#REF!"}},{"$nulls":8},{"$f":"ROUND(C14*Data!#REF!,2)","v":{"$error":"#REF!"}},null,null,null,{"$f":"(ROUND(E14/50,2)*E30)+(G14*G30)+(J14*J30)+S14","v":{"$error":"#REF!"}}]
[4,"Cost and supply of stone dust for filling",{"$f":"'Det.Est.'!G21","v":34.97},{"$nulls":15},{"$f":"C15*'Det.Est.'!H21","v":27550.181966666663},null,null,null,{"$f":"SUM(D15:V15)","v":27550.181966666663}]
[4,{"$f":"+'Det. Est.'!B51:F51","v":"Unskilled labour for filling  Stone dust in foundation and Underneath CC pavement  and foundations of side drains, including all labour charges etc., complete"},{"$f":"C15","v":34.97},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$nulls":18},{"$error":"#REF!"}]
[5,"Unskilled labour for filling with excavated soils "]
[7,"Granular sub base"]
[8,{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},null,{"$f":"ROUND(C19*0.162*1000,2)","v":{"$error":"#REF!"}},null,{"$f":"ROUND(C19*0.45,2)","v":{"$error":"#REF!"}},null,null,{"$f":"ROUND(C19*0.9,2)","v":{"$error":"#REF!"}},{"$nulls":8},{"$f":"C19*'Det. Est.'!H60","v":{"$error":"#REF!"}},null,null,null,{"$f":"SUM(D19:V19)","v":{"$error":"#REF!"}}]
[5,"Supply and collection of Selected Earth including stacking to Departmental gauge for pre measurements for Subgrade (CSSR)",{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$nulls":15},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},null,null,null,{"$error":"#REF!"}]
[6,"Engaging Un Skilled Labour for spreading the collected (Selected Earth) material and sectioning  for  Subgrade (RSSR)",null,{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$nulls":18},{"$error":"#REF!"}]
[7,"Compaction of collected Selected Earth using 8-10T Power Road Roller with required watering for Subgrade (CSSR)",{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$nulls":15},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},null,null,null,{"$f":"SUM(S22:V22)","v":{"$error":"#REF!"}}]
[3,{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$nulls":15},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},null,null,null,{"$error":"#REF!"}]
[4,{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$nulls":15},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},null,null,null,{"$error":"#REF!"}]
[7,{"$f":"'Det.Est.'!B23","v":"Construction of  un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing  and including overhead charges & Contractor profit, but excluding GST & Seignorage Charges Technical Specification Clause 1501 MORD including overhead charges & Contractors profit but excluding GST ."},{"$f":"'Det.Est.'!G25","v":0},null,{"$f":"C25*Data!#REF!/1000","v":{"$error":"#REF!"}},null,{"$f":"C25*0.45","v":0},null,{"$f":"C25*0.9","v":0},{"$nulls":9},{"$f":"C25*Data!#REF!","v":{"$error":"#REF!"}},null,null,null,{"$f":"E25*'Lead statement'!O26+G25*Data!F76+'Mat statement'!I25*'Mat statement'!I30+S25","v":{"$error":"#REF!"}}]
[8,"Provision of Name Board",{"$nulls":14},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$nulls":5},{"$f":"SUM(D26:V26)","v":{"$error":"#REF!"}}]
[null,"Total :",null,{"$f":"SUM(D9:D26)","v":{"$error":"#REF!"}},{"$error":"#REF!"},0,{"$error":"#REF!"},0,{"$error":"#REF!"},{"$error":"#REF!"},{"$error":"#REF!"},0,0,0,0,0,{"$error":"#REF!"},0,{"$error":"#REF!"},null,{"$f":"SUM(U9:U26)","v":0},null,{"$f":"SUM(W9:W26)","v":{"$error":"#REF!"}}]
[null,null,null,{"$f":"D27/D30","v":{"$error":"#REF!"}},{"$f":"E27/50","v":{"$error":"#REF!"}}]
[null,null,null,{"$f":"D28","v":{"$error":"#REF!"}},{"$error":"#REF!"}]
[null,"Cost of each Item",null,197,{"$f":"'Lead statement'!#REF!","v":{"$error":"#REF!"}},null,{"$f":"'Lead statement'!O24","v":898.1},null,{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"'Lead statement'!O15","v":1503.7},null,{"$f":"+'Lead statement'!O19","v":953.7},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"+'Lead statement'!O16","v":2126.1999999999998},{"$nulls":7},{"$f":"W27+D43","v":{"$error":"#REF!"}}]
[null,"Total cost ;",null,{"$f":"ROUND(D29*D30,0)","v":{"$error":"#REF!"}},{"$f":"ROUND(E29*E30,2)","v":{"$error":"#REF!"}},{"$f":"ROUND(F27*F30,0)","v":0},{"$error":"#REF!"},null,{"$f":"ROUND(I27*I30,0)","v":{"$error":"#REF!"}},{"$error":"#REF!"},{"$error":"#REF!"},null,{"$f":"ROUND(M27*M30,0)","v":0},{"$error":"#REF!"},{"$error":"#REF!"},0,{"$f":"Q27","v":{"$error":"#REF!"}},0,{"$error":"#REF!"},null,{"$f":"U27","v":0},null,{"$f":"SUM(D31:V31)","v":{"$error":"#REF!"}},{"$f":"W31-W27","v":{"$error":"#REF!"}},{"$f":"'[73]Working Est'!K116","v":2100000},{"$f":"Y31-W31","v":{"$error":"#REF!"}}]
[null,null,null,{"$f":"D33-D31-E31-G31-H31-I31-V31","v":{"$error":"#REF!"}},null,{"$f":"F27*40","v":0},{"$error":"#REF!"},{"$f":"H27*50","v":0},{"$error":"#REF!"},{"$error":"#REF!"},{"$error":"#REF!"},{"$f":"L27*22","v":0},null,{"$f":"N27*50","v":0},null,{"$f":"P27*22","v":0},{"$nulls":6},{"$error":"#REF!"}]
[null,"Sub - Estimate Cost :",null,{"$f":"ROUND(W27,0)","v":{"$error":"#REF!"}}]
[null,"Seigniorage Charges",null,{"$f":"'Seignorage '!J30","v":5044},".",{"$nulls":15},{"$f":"N31+O31+P31+Q31+R31+S31+U31+D43","v":{"$error":"#REF!"}},null,null,"105282+4823",{"$f":"111719-105282","v":6437}]
[null,"ToTal :"]
[null,null,null,{"$f":"#REF!","v":{"$error":"#REF!"}}]
[]
[]
[null," Estimate Cost",null,{"$f":"D33","v":{"$error":"#REF!"}}]
[null,"CW 13 - Seigniorage Charges",null,5044]
[null,"CW 11- Vat @ 5.00 %",null,{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}}]
[null,"CW 12 - Quality control charges @ 0.50%",null,{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}}]
[null,"Storage&Safe guard of Materials @2.50%",null,{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}}]
[null,"NAC @ 0.10%"]
[null,"CW15 - LS amount for unforeseen items.",null,{"$f":"'Det.Est.'!I50+E45","v":1792.0000000000005},0]
[null,"TOTAl :  ",null,{"$f":"SUM(D39:D45)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Asst. Exe. Engineer,",{"$nulls":9},"Deputy Executive Engineer,","Asst. Exe. Engineer,"]
[{"$nulls":6},"MPP (PRI) :: Tadepalli.",{"$nulls":9},"PRISD :: Mangalagiri.","MPP :: Mangalagiri."]

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["Detailed cum Abstract Estimate \n\n"]
[null,{"$f":"'Lead statement'!C3","v":"Name of the Work ::"},"Providing Interlocking pavers road from Lanke seshagiri rao (H) to kokkiligadda varma (H)  in Duggirala (V&M)."]
[null,null,null,"Grant ::","GPGF/15th Finance",null,{"$f":"'Lead statement'!J4","v":"Estimate Cost  ::  Rs. "},{"$f":"'Lead statement'!K4","v":1.7},"Lakhs"]
["Sl. No.","Description of Item","Nos","Measurements",null,null,"Qty.","Rate\nunit","Amount"]
[null,null,null,"L","B","D"]
[1,2,null,3,4,5,6,7,8]
[1,"Earth work exevation and depositing the soil on banks with an initial lead and lift in all soils etc., complete. "]
[null,null,2,35,0.23,0.23,{"$f":"ROUND(F8*E8*D8*C8,2)","v":3.7}]
[{"$nulls":6},{"$f":"SUM(G8:G8)","v":3.7},{"$f":"Data!H106","v":244.608},{"$f":"ROUND(G9*H9,0)","v":905}]
[{"$nulls":6},"Cum ","1 Cum "]
[2,"Providing plain cement concrete M10 mix using 40mm and 20 mm Graded  HBG crushed Metal with 220 Kgs of cement per 1cum of concrete,  including C/c of all materials, curing ,labour charges etc., complete as per drawings & tech. specifications  Clause 802, 803, 1202 & 1203 as per clause 800 & 1200 (1) of MORD and guidelines for shoe walls below G.L. "]
[null,null,2,{"$f":"D8","v":35},0.23,0.23,{"$f":"ROUND(F12*E12*D12*C12,2)","v":3.7},null,null,null,{"$f":"0.15+0.39+0.37+0.36+0.38","v":1.65},{"$f":"0.2+0.35+0.32+0.29+0.28","v":1.4400000000000002}]
[{"$nulls":6},{"$f":"SUM(G12:G12)","v":3.7},{"$f":"Data!H27","v":4497.6900000000005},{"$f":"ROUND(G13*H13,0)","v":16641},null,{"$f":"K12/5","v":0.32999999999999996},{"$f":"L12/5","v":0.28800000000000003}]
[{"$nulls":6},"Cum ","1 Cum "]
[3,"Providing plain cement concrete M10 mix using 40mm and 20 mm Graded  HBG crushed Metal with 220 Kgs of cement per 1cum of concrete,  including C/c of all materials, curing ,labour charges etc., complete as per drawings & tech. specifications  Clause 802, 803, 1202 & 1203 as per clause 800 & 1200 (1) of MORD and guidelines for shoe walls Above G.L.     "]
[null,null,2,{"$f":"D12","v":35},0.23,0.45,{"$f":"ROUND(F16*E16*D16*C16,2)","v":7.25}]
[{"$nulls":6},{"$f":"SUM(G16:G16)","v":7.25},{"$f":"Data!H31","v":4677.597600000001},{"$f":"ROUND(G17*H17,0)","v":33913}]
[{"$nulls":6},"Cum ","1 Cum "]
[4,"Cost and supply of sand for filling in between kee walls including Un Skilled Labour &   conveyance to site etc., complete  "]
[null,null,"1X1",{"$f":"D16","v":35},2.7,0.37,{"$f":"ROUND((F20*E20*D20),2)","v":34.97}]
[{"$nulls":6},{"$f":"SUM(G20:G20)","v":34.97},{"$f":"Data!H51","v":787.82333333333327},{"$f":"ROUND(G21*H21,0)","v":27550}]
[{"$nulls":6},"Cum ","1 Cum "]
[5,{"$f":"Data!E52","v":"Construction of  un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing  and including overhead charges & Contractor profit, but excluding GST & Seignorage Charges Technical Specification Clause 1501 MORD including overhead charges & Contractors profit but excluding GST ."}]
[null,"Road ",1,0,3.75,0.17,{"$f":"ROUND(C24*D24*E24*F24,2)","v":0}]
[{"$nulls":6},{"$f":"SUM(G24)","v":0},{"$f":"Data!H93","v":5727.44},{"$f":"ROUND(G25*H25,0)","v":0}]
[{"$nulls":6},"Cum ","1 Cum "]
[5,"Providing and Laying of Interlocking Concrete Block Pavements using CC M40 having thickness 80 mm as per drawing and Technical Specification Clause 1504 MORD.   "]
[null,null,"1X1",{"$f":"D20","v":35},2.7,null,{"$f":"E28*D28","v":94.5}]
[{"$nulls":6},{"$f":"SUM(G28:G28)","v":94.5},{"$f":"Data!H282","v":830.5357866666667},{"$f":"ROUND(H29*G29,0)","v":78486}]
[{"$nulls":6},"Sqm","Sqm"]
[]
[]
[]
[8,"Filling in foundation trenches (Hard Morrum/  Selected Earth) as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding GST ."]
[null,"for shoulders",2,{"$f":"#REF!","v":{"$error":"#REF!"}},0.4,{"$f":"F24+#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(C35*D35*E35*F35,2)","v":{"$error":"#REF!"}}]
[{"$nulls":7},{"$f":"Data!H144","v":769.42},{"$f":"ROUND(G36*H36,0)","v":0}]
[{"$nulls":6},"Cum ","1 Cum "]
[]
[6,"Cost and supply Laying of hume pipe with collar 300 mm dia at requied level"]
[null,"entrance","1x1",5,null,null,null,{"$f":"Data!H285","v":598},{"$f":"H40*G40","v":0}]
[{"$nulls":6},"Rmt","Rmt"]
[]
[null,null,null,{"$f":"I43","v":157495},{"$f":"'Seignorage '!G32","v":10166},{"$f":"D43-E43","v":147329},null,null,{"$f":"SUM(I8:I42)","v":157495}]
[6,"Seignorage Charges ",{"$nulls":6},{"$f":"'Seignorage '!J30","v":5044}]
[7,"Provision for NAC Charges @ 0.10%",null,null,null,1E-3,null,null,{"$f":"ROUND(I43*F45,0)","v":157}]
[8,"VWD+Seignorage+NAC",null,null,null,{"$f":"ROUND(I43+I44+I45,0)","v":162696}]
[9,"Supervision Charges @ 3.00%",null,null,null,0.03,null,null,{"$f":"ROUND(F47*I43,0)","v":4725}]
[10,"Provision for QC Charges @ 0.50%",null,null,null,5.0000000000000001E-3,null,null,{"$f":"ROUND(F48*I43,0)","v":787}]
[11,"Provision for GST Charges @ 18 %",null,null,null,0.18]
[11,"Provision for Unforeseen Items",{"$nulls":6},1792.0000000000005]
[{"$nulls":6},"TOTAL :: Rs.",null,{"$f":"SUM(I43:I50)","v":170000}]
[]
[]
[{"$nulls":7}," Assistant Executive Engineer,  "]
[{"$nulls":7},"MPP (PRI) :: Duggirala."]

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["WORKING   ESTIMATE"]
[null,{"$f":"'Lead statement'!C3","v":"Name of the Work ::"},{"$f":"'Lead statement'!D3","v":"Providing Interlocking pavers road from Lanke seshagiri rao (H) to kokkiligadda varma (H)  in Duggirala (V&M)."}]
[null,{"$f":"'Det.Est.'!B3","v":0},{"$nulls":4},{"$f":"'Lead statement'!J4","v":"Estimate Cost  ::  Rs. "},{"$f":"'Lead statement'!K4","v":1.7},"Lakhs"]
["Sl. No.","Discription of Item","Nos","Measurements",null,null,"Qty.","Rate\nunit","Amount"]
[null,null,null,"L","B","D"]
[1,2,null,3,4,5,6,7,8]
[null,null,"PART B  -  CRDA"]
[null,"List of Roads Proposed in the Work ::"]
["Sl. No.","Locality","FROM",null,"TO",null,"Nature of Work","Length"]
[1,{"$f":"'Det. Est.'!B9","v":"SC Locality"},{"$f":"'Det. Est.'!C9:D9","v":"Nallagorla Sesharathnam plot"},null,{"$f":"'Det. Est.'!E9:F9","v":"Polu Ramesh(H)"},null,{"$f":"'Det. Est.'!G9","v":"CC Road"},{"$f":"'Det. Est.'!H9","v":110},null,null,null,"Providing internal CC roads from Nallagorla Sesharathnam plot to Polu Ramesh(H) and from Kommuri Mariyamma(H) to Gooduri Hariprasad(H)  in Kuragallu village of Mangalagiri Mandal"]
[2,{"$f":"'Det. Est.'!B10","v":"SC Locality"},{"$f":"'Det. Est.'!C10:D10","v":"Kommuri Mariyamma(H)"},null,{"$f":"'Det. Est.'!E10:F10","v":"Gooduri Hariprasad(H)"},null,{"$f":"'Det. Est.'!G10","v":"CC Road"},{"$f":"'Det. Est.'!H10","v":80}]
[3,"SC Locality",{"$nulls":4},"CC Road"]
[4,"SC Locality",{"$nulls":4},"CC Road"]
[5,"SC Locality",{"$nulls":4},"CC Road"]
[{"$nulls":7},{"$f":"SUM(H10:H14)","v":190}]
[1,"Unskilled labour for Earth work exevation and depositing the soil on banks with an initial lead and lift in all soils etc., complete."]
[null,"Key walls, L/S & R/S",2,{"$f":"M4","v":0},0.23,0.23,{"$f":"ROUND(C17*D17*E17*F17,2)","v":0}]
[null,"Drain, L/S",1,{"$f":"M7","v":0},0,{"$f":"O7+F49+F39","v":0.35},{"$f":"ROUND(F18*E18*D18*LEFT(C18,1)*RIGHT(C18,1),2)","v":0}]
[{"$nulls":7},{"$f":"Data!H106","v":244.608},{"$f":"ROUND(G19*H19,0)","v":0},null,{"$f":"I19/180","v":0}]
[{"$nulls":6},"Cum ","1 Cum "]
[2,"Providing P. C.C. (1:4:8) Nominal mix using 40mm HBG metal including Cost and conveyance of all materials and labour charges, centring chares, curing etc complete "]
[null,{"$f":"B17","v":"Key walls, L/S & R/S"},2,0,0.23,0.15,{"$f":"ROUND(C22*D22*E22*F22,2)","v":0}]
[]
[]
[{"$nulls":7},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G25*H25,0)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Cum ","1 Cum "]
[2,"Providing plain cement concrete M10 mix using 40mm to 20 mm Graded  HBG crushed Metal with 220 Kgs of cement per 1cum of concrete,  including C/c of all materials, curing ,labour charges etc., complete as per drawings & tech. specifications  Clause 802, 803, 1202 & 1203 as per clause 800 & 1200 (1) of MORD and guidelines for shoe walls below G.L."]
[null,{"$f":"B17","v":"Key walls, L/S & R/S"},2,0,0.23,0.23,{"$f":"ROUND(C28*D28*M28*F28,2)","v":0},null,null,null,"0.23","0.23",{"$f":"(K28+L28)/2","v":0.23}]
[]
[{"$nulls":7},{"$f":"Data!H22","v":4497.6900000000005},{"$f":"ROUND(G30*H30,0)","v":0}]
[{"$nulls":6},"Cum ","1 Cum "]
[3,"Providing plain cement concrete M10 mix using 40mm to 20 mm Graded  HBG crushed Metal with 220 Kgs of cement per 1cum of concrete,  including C/c of all materials, curing ,labour charges etc., complete as per drawings & tech. specifications  Clause 802, 803, 1202 & 1203 as per clause 800 & 1200 (1) of MORD and guidelines for Screen walls above G.L."]
[null,{"$f":"B28","v":"Key walls, L/S & R/S"},{"$f":"C17","v":2},0,{"$f":"E28","v":0.23},0.1,{"$f":"ROUND(C33*D33*M33*F33,2)","v":0},null,null,10,"0.23","0.45",{"$f":"(K33+L33)/2","v":0.34}]
[]
[{"$nulls":7},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G35*H35,0)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Cum ","1 Cum "]
[4,{"$f":"Data!#REF!","v":{"$error":"#REF!"}}]
[null,{"$f":"B17","v":"Key walls, L/S & R/S"},1,{"$f":"D17","v":0},0.23,0.1]
[null,"Drain, L/S","1x1",{"$f":"D18","v":0},0,0.15,{"$f":"ROUND(F39*E39*D39*LEFT(C39,1)*RIGHT(C39,1),2)","v":0}]
[{"$nulls":6},{"$f":"SUM(G38:G39)","v":0},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G40*H40,0)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Cum ","1 Cum "]
[5,"Laying of M15 nominal mix using 66% of 20 mm HBG Metal and 33% of 12mm HBG Metal including Cost and Conveyance of all materials, Centering and Labour Charges and Curing for Side Drains as Per the Section Covered in guidelines for Drainwalls on roadside and houseside"]
[null,{"$f":"CONCATENATE(B39,\", \",N43)","v":"Drain, L/S, House Side"},1,{"$f":"D39","v":0},{"$f":"IF(K43=L43,K43,CONCATENATE(\"(\",K43,\"+\",L43,\")/2\"))","v":"(0.15+0.30)/2"},0.45,{"$f":"ROUND(C43*D43*M43*F43,2)","v":0},null,null,null,"0.15","0.30",{"$f":"(K43+L43)/2","v":0.22499999999999998},"House Side"]
[null,{"$f":"CONCATENATE(B39,\", \",N44)","v":"Drain, L/S, Road Side"},1,{"$f":"D43","v":0},"(0.20+0.35)/2",0.45,0,null,null,null,"0.20","0.35",0.27500000000000002,"Road Side"]
[{"$nulls":6},{"$f":"SUM(G43:G44)","v":0},{"$f":"Data!H130","v":{"$error":"#REF!"}},{"$f":"ROUND(G45*H45,0)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Cum ","1 Cum "]
[4,"Cost and supply of stone dust  for  including Cost and  conveyance of all materials and labour charges for loading unloading charges etc , complete for foundation of",{"$nulls":8},"Between Drain & CC Road"]
[null,"Underneath CC Pavement",1,{"$f":"D17","v":0},{"$f":"E69-(C33*E33)","v":-0.46},{"$f":"F33+0.025","v":0.125},{"$f":"ROUND(C48*D48*E48*F48,2)","v":0}]
[null,{"$f":"B18","v":"Drain, L/S"},1,0,0,0.2,0,null,null,13]
[{"$nulls":7},{"$f":"+'Lead statement'!O19","v":953.7},{"$f":"ROUND(G50*H50,0)","v":0}]
[{"$nulls":6},"Cum ","1 Cum "]
[5,"Unskilled labour for filling  Stone dust in foundation and Underneath CC pavement  and foundations of side drains, including all labour charges etc., complete"]
[null,"Underneath CC Pavement",1,{"$f":"D48","v":0},-0.46,0.125,{"$f":"ROUND(C53*D53*E53*F53,2)","v":0}]
[null,{"$f":"B49","v":"Drain, L/S"},1,0,0,0.2,0,null,null,13]
[{"$nulls":6},{"$f":"G50","v":0},{"$f":"+Data!G49","v":0},{"$f":"ROUND(G55*H55,0)","v":0},null,{"$f":"I55/180","v":0},{"$f":"82+58","v":140}]
[{"$nulls":6},"Cum ","1 Cum "]
[6,"Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2  MORD / 305 MORTH."]
[null,"for Subgrade"]
[null,{"$f":"CONCATENATE(\"Road no. \",J59)","v":"Road no. 11"},1,60,5,0.3,{"$f":"ROUND(C59*D59*E59*F59,2)","v":90},null,null,11]
[]
[{"$nulls":7},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G61*H61,0)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Cum",{"$f":"\"1\"&G62","v":"1Cum"}]
[1,"Supply and collection of Selected Earth including stacking to Departmental gauge for pre measurements for Shoulders (CSSR)"]
[null,"for Subgrade"]
[null,"Shoulders, L/S & R/S",null,{"$f":"196.5-'Det.Est.'!#REF!","v":{"$error":"#REF!"}},0.6,0.35,{"$f":"ROUND(C65*D65*E65*F65,2)","v":{"$error":"#REF!"}}]
[{"$nulls":6},{"$f":"SUM(G65)","v":{"$error":"#REF!"}},{"$f":"'Lead statement'!O22","v":447.7},{"$f":"ROUND(G66*H66,0)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Cum",{"$f":"\"1\"&G67","v":"1Cum"}]
[2,{"$f":"Data!E52","v":"Construction of  un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing  and including overhead charges & Contractor profit, but excluding GST & Seignorage Charges Technical Specification Clause 1501 MORD including overhead charges & Contractors profit but excluding GST ."}]
[null,null,"Bontha Nageswararao(H) to Market Yard Road"]
[{"$nulls":4},3.5,0.17,{"$f":"ROUND(C70*D70*E70*F70,2)","v":0}]
[null,"Approach to Culvert @ 1st Cross Road i.e. Culvert @ Boththa Ramanaiah(H)"]
[null,null,null,1.4,{"$f":"IF(N72=O72,P72,CONCATENATE(\"(\",N72,\"+\",O72,\")/2\"))","v":"(5.40+4.10)/2"},{"$f":"IF(K72=L72,M72,CONCATENATE(\"(\",K72,\"+\",L72,\")/2\"))","v":"(0.17+0.10)/2"},{"$f":"ROUND(C72*D72*P72*M72,2)","v":0},null,null,null,"0.17","0.10",{"$f":"(K72+L72)/2","v":0.13500000000000001},"5.40","4.10",{"$f":"(N72+O72)/2","v":4.75}]
[null,"Approach to Culvert @ 2nd Cross Road i.e. Culvert @ Thati China Sambaiah(H)"]
[null,null,null,0.8,{"$f":"IF(N74=O74,P74,CONCATENATE(\"(\",N74,\"+\",O74,\")/2\"))","v":"(4.20+3.95)/2"},{"$f":"IF(K74=L74,M74,CONCATENATE(\"(\",K74,\"+\",L74,\")/2\"))","v":0.17},{"$f":"ROUND(C74*D74*P74*M74,2)","v":0},null,null,null,"0.17","0.17",{"$f":"(K74+L74)/2","v":0.17},"4.20","3.95",{"$f":"(N74+O74)/2","v":4.0750000000000002}]
[null,null,null,1,"(3.95+3.70)/2","(0.17+0.15)/2",0,null,null,null,"0.17","0.15",0.16,"3.95","3.70",3.8250000000000002]
[null,null,null,0.4,"(3.70+3.00)/2","(0.15+0.07)/2",0,null,null,null,"0.15","0.07",0.11,"3.70","3.00",3.35]
[null,"Approach to Culvert @ 3rd Cross Road i.e. Culvert @ Chimata Yesaiah(H)"]
[null,null,null,1.65,{"$f":"IF(N78=O78,P78,CONCATENATE(\"(\",N78,\"+\",O78,\")/2\"))","v":"(4.75+3.90)/2"},{"$f":"IF(K78=L78,M78,CONCATENATE(\"(\",K78,\"+\",L78,\")/2\"))","v":0.17},{"$f":"ROUND(C78*D78*P78*M78,2)","v":0},null,null,null,"0.17","0.17",{"$f":"(K78+L78)/2","v":0.17},"4.75","3.90",{"$f":"(N78+O78)/2","v":4.3250000000000002}]
[null,null,null,2.25,"(3.90+3.00)/2","(0.17+0.07)/2",0,null,null,null,"0.17","0.07",0.12000000000000001,"3.90","3.00",3.45]
[null,"Approach to Culvert @ 4th Cross Road i.e. Culvert @ Ala Srihari(H)"]
[null,null,null,1.1000000000000001,{"$f":"IF(N81=O81,P81,CONCATENATE(\"(\",N81,\"+\",O81,\")/2\"))","v":"(6.80+3.40)/2"},{"$f":"IF(K81=L81,M81,CONCATENATE(\"(\",K81,\"+\",L81,\")/2\"))","v":"(0.17+0.125)/2"},{"$f":"ROUND(C81*D81*P81*M81,2)","v":0},null,null,null,"0.17",0.125,{"$f":"(K81+L81)/2","v":0.14750000000000002},"6.80","3.40",{"$f":"(N81+O81)/2","v":5.0999999999999996}]
[]
[null,null,null,{"$f":"SUM(D70:D82)","v":8.6},null,null,{"$f":"SUM(G69:G82)","v":0},{"$f":"Data!H91","v":5727.44},{"$f":"ROUND(G83*H83,0)","v":0}]
[null,null,null,{"$f":"'Det.Est.'!D25","v":0},null,null,"Cum ","1 Cum "]
[null,null,null,{"$f":"SUM(D83:D84)","v":8.6},{"$nulls":4},{"$f":"SUM(I16:I84)","v":{"$error":"#REF!"}}]
[2,"Seignorage Charges ",{"$nulls":6},{"$f":"ROUNDUP('Seignorage '!I30,0)","v":0},null,"Cement"]
[{"$f":"A86+1","v":3},"Provision for VAT Charges @ 5 %",{"$nulls":5},0.05,{"$f":"ROUND(J87*H87,0)","v":{"$error":"#REF!"}},{"$f":"I85","v":{"$error":"#REF!"}},{"$f":"ROUND('Seignorage '!#REF!,0)","v":{"$error":"#REF!"}}]
[4,"Provision for QC Charges @ 0.50%",{"$nulls":5},5.0000000000000001E-3,{"$error":"#REF!"},{"$f":"I85","v":{"$error":"#REF!"}}]
[5,"Supervision Charges @ 3%",{"$nulls":5},0.03,{"$error":"#REF!"},{"$f":"J88","v":{"$error":"#REF!"}}]
[6,"Provision for NAC Charges @ 0.10%",{"$nulls":5},1E-3,{"$error":"#REF!"},{"$error":"#REF!"}]
[7,"Provision for Unforeseen Items",{"$nulls":6},{"$f":"I92-I85-I86-I87-I88-I89-I90","v":{"$error":"#REF!"}},{"$f":"'Det.Est.'!I50","v":1792.0000000000005},{"$f":"I91-J91","v":{"$error":"#REF!"}}]
[{"$nulls":7},"TOTAL :: Rs.",{"$f":"'Lead statement'!#REF!*100000/2","v":{"$error":"#REF!"}}]
[]
[]
[]
[]
[null,null,"Deputy Executive Engineer,",{"$nulls":4},"Asst. Exe. Engineer,"]
[null,null,"PRISD :: Mangalagiri.",{"$nulls":4},"MPP (PRI) :: Mangalagiri."]

{"sheet":"Comprtve stmt. - CRDA","index":18,"n_rows":49,"n_cols":20,"rows_kept":49,"cut":false,"hidden":true,"merged":[[17,9,17,10],[18,9,18,10],[19,11,19,18],[4,0,5,0],[4,1,5,1],[4,18,5,18],[12,2,12,4],[13,2,13,4],[13,9,13,11],[16,5,16,8],[16,9,16,10],[9,2,9,4],[9,9,9,11],[10,2,10,4],[10,9,10,11],[11,2,11,4],[11,9,11,11],[5,2,5,3],[5,4,5,7],[5,9,5,10],[5,11,5,14],[6,2,6,3],[6,4,6,7],[6,9,6,10],[6,11,6,14],[0,0,0,18],[1,0,1,18],[4,2,4,8],[4,9,4,15],[4,16,4,17]]}
["Comparitive Statement - CRDA"]
[{"$f":"Cover!C29","v":"Providing Interlocking pavers road from Lanke seshagiri rao (H) to kokkiligadda varma (H)  in Duggirala (V&M)."}]
[]
[{"$f":"'Det.Est.'!B3","v":0},{"$nulls":16},"Estimate cost  :: Rs 20.00 Lakhs"]
["Sl.\nNo.","Description of item","As per Sanctioned estimate",{"$nulls":6},"As per Working estimate",{"$nulls":6},"Difference",null,"Remarks"]
[null,null,"Quantity",null,"Rate/per",null,null,null,"Amount","Quantity",null,"Rate/per",null,null,null,"Amount","Excess","Less"]
[1,2,3,null,4,null,null,null,5,6,null,7,null,null,null,8,9,10,11]
[1,"Costruction of un reinforced dowel jointed at  Expansion and construction  joint only plain cement concrete pavement , thicknees as per design over a perpared sub base, with 43 grade  cement or any  other type using nominal mix of VCC(1:2:4) equivalent to",86.28,"Cum",5245.51,"/",1,{"$f":"D8","v":"Cum"},{"$f":"ROUND(C8*E8/G8,0)","v":452583},{"$f":"CRDA!G83","v":0},{"$f":"D8","v":"Cum"},{"$f":"CRDA!H83","v":5727.44},"/",1,{"$f":"K8","v":"Cum"},{"$f":"ROUND(J8*L8/N8,0)","v":0},{"$f":"IF((P8-I8)>0,P8-I8,0)","v":0},{"$f":"IF((I8-P8)>0,I8-P8,0)","v":452583}," -- DO -- "]
[2,{"$f":"CRDA!B63","v":"Supply and collection of Selected Earth including stacking to Departmental gauge for pre measurements for Shoulders (CSSR)"},{"$nulls":7},{"$f":"CRDA!G66","v":{"$error":"#REF!"}},{"$f":"K8","v":"Cum"},{"$f":"CRDA!H66","v":447.7},"/",1,"Cum",{"$error":"#REF!"},{"$error":"#REF!"},{"$error":"#REF!"}," -- DO -- "]
[{"$f":"A8+1","v":2},"Provision for VAT Charges @ 5 %","At    5 %",{"$nulls":5},22629,"At    5 %",{"$nulls":5},{"$f":"CRDA!I87","v":{"$error":"#REF!"}},{"$error":"#REF!"},{"$error":"#REF!"}," -- DO -- "]
[{"$f":"A10+1","v":3},"Provision for QC Charges @ 0.50%","At    0.50 %",{"$nulls":5},2263,"At    0.5%",{"$nulls":5},{"$f":"CRDA!I88","v":{"$error":"#REF!"}},{"$error":"#REF!"},{"$error":"#REF!"}]
[4,{"$f":"CRDA!B89","v":"Supervision Charges @ 3%"},"At    3 %",{"$nulls":5},13577,"At    2.50%",{"$nulls":5},{"$f":"CRDA!I89","v":{"$error":"#REF!"}},{"$error":"#REF!"},{"$error":"#REF!"}]
[5,{"$f":"CRDA!B90","v":"Provision for NAC Charges @ 0.10%"},"At    0.10 %",{"$nulls":5},453,{"$nulls":6},{"$f":"CRDA!I90","v":{"$error":"#REF!"}},{"$error":"#REF!"},{"$error":"#REF!"}]
[6,"Seignorage Charges ",{"$nulls":6},7765,"At    1%",{"$nulls":5},{"$f":"CRDA!I86","v":0},0,7765]
[7,"Provision for Unforeseen items, if any,  ",null,null,"LS",null,null,null,730,null,null,"LS",null,null,null,{"$f":"CRDA!I91","v":{"$error":"#REF!"}},{"$error":"#REF!"},{"$error":"#REF!"}," -- DO -- "]
[{"$nulls":8},{"$f":"SUM(I8:I15)","v":500000},{"$nulls":6},{"$f":"SUM(P8:P15)","v":{"$error":"#REF!"}},{"$error":"#REF!"},{"$error":"#REF!"}]
[null,"Amount as per sanctioned Estimate :",{"$f":"I16","v":500000},null,null,"Excess :",null,null,null,{"$f":"Q16","v":{"$error":"#REF!"}}]
[null,"Amount as per    Working  Estimate :",{"$f":"P16","v":{"$error":"#REF!"}},{"$nulls":5},"Less :",{"$f":"R16","v":{"$error":"#REF!"}}]
[null,"Difference : ",{"$f":"ABS(C17-C18)","v":{"$error":"#REF!"}},{"$nulls":6},{"$f":"ABS(J17-J18)","v":{"$error":"#REF!"}}]
[{"$nulls":19},{"$f":"SUM(T8:T19)","v":0}]
["Comparitive Statement"]
["Name of the work : Providing Borewell at "]
["Estimate Cost : Rs."]
["Sl.\nNo.","Description of item",null,"As per Sanctioned estimate",{"$nulls":5},"As per Working estimate",{"$nulls":6},"Difference",null,"Remarks"]
[null,null,null,"Quantity","Rate/per",null,null,null,"Amount","Quantity",null,"Rate/per",null,null,null,"Amount","Excess","Less"]
[1,2,null,3,4,null,null,null,5,6,null,7,null,null,null,8,9,10,11]
[1,{"$nulls":17},"As per\n Execution"]
[{"$f":"A27+1","v":2},{"$nulls":17}," -- DO -- "]
[3,{"$nulls":17}," -- DO -- "]
[4,{"$nulls":17}," -- DO -- "]
[5,{"$nulls":17}," -- DO -- "]
[6,{"$nulls":17}," -- DO -- "]
[7,{"$nulls":17}," -- DO -- "]
[8,{"$nulls":17}," -- DO -- "]
[]
[null,"Amount as per sanctioned Estimate :",{"$nulls":6},"Excess :"]
[null,"Amount as per    Working  Estimate :",{"$nulls":6},"Less :"]
[null,"Difference : "]
[{"$nulls":14},"Assistant Executive Engineer,\n(  P.R. ) RWS Section, Edlapadu."]
{"$rows_empty":8}
[{"$nulls":7},"Deputy Executive Engineer,",{"$nulls":6},"Assistant  Executive Engineer,"]
[{"$nulls":7},"PRISD :: Mangalagiri.",{"$nulls":6},"MPP(PRI) :: Mangalagiri."]

{"sheet":"Comprtve stmt. - MGNREGS","index":19,"n_rows":58,"n_cols":26,"rows_kept":58,"cut":false,"hidden":true,"merged":[[27,9,27,10],[28,11,28,18],[4,0,5,0],[4,1,5,1],[4,18,5,18],[22,2,22,4],[22,9,22,11],[25,5,25,8],[25,9,25,10],[26,9,26,10],[19,2,19,4],[19,9,19,11],[20,2,20,4],[20,9,20,11],[21,2,21,4],[21,9,21,11],[5,2,5,3],[5,4,5,7],[5,9,5,10],[5,11,5,14],[6,2,6,3],[6,4,6,7],[6,9,6,10],[6,11,6,14],[0,0,0,18],[1,0,1,18],[4,2,4,8],[4,9,4,15],[4,16,4,17]]}
["Comparitive Statement "]
[{"$f":"Cover!C29","v":"Providing Interlocking pavers road from Lanke seshagiri rao (H) to kokkiligadda varma (H)  in Duggirala (V&M)."}]
[]
[{"$f":"'Det.Est.'!B3","v":0},{"$nulls":16},"Estimate cost  :: Rs 20.00 Lakhs"]
["Sl.\nNo.","Description of item","As per Sanctioned estimate",{"$nulls":6},"As per Working estimate",{"$nulls":6},"Difference",null,"Remarks"]
[null,null,"Quantity",null,"Rate/per",null,null,null,"Amount","Quantity",null,"Rate/per",null,null,null,"Amount","Excess","Less"]
[1,2,3,null,4,null,null,null,5,6,null,7,null,null,null,8,9,10,11]
[1,{"$f":"'Det.Est.'!B7","v":"Earth work exevation and depositing the soil on banks with an initial lead and lift in all soils etc., complete. "},52.48,"Cum",{"$f":"L8","v":244.608},"/",{"$f":"N8","v":1},{"$f":"D8","v":"Cum"},{"$f":"ROUND(C8*E8/G8,0)","v":12837},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$f":"D8","v":"Cum"},{"$f":"'Det.Est.'!H9","v":244.608},"/",1,{"$f":"K8","v":"Cum"},{"$f":"ROUND(J8*L8/N8,0)","v":{"$error":"#REF!"}},{"$f":"IF((P8-I8)>0,P8-I8,0)","v":{"$error":"#REF!"}},{"$f":"IF((I8-P8)>0,I8-P8,0)","v":{"$error":"#REF!"}},"As per\n Execu\ntion",{"$f":"ROUND(J8*L8/N8,2)","v":{"$error":"#REF!"}}]
[2,"Laying of M15 nominal mix using 66% of 20 mm HBG Metal and 33% of 12mm HBG Metal including Cost and Conveyance of all materials, Centering and Labour Charges and Curing for Side Drains as Per the Section Covered in guidelines for Drain Walls",null,"Cum",null,"/",1,"Cum",null,{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},"Cum",{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},"/",1,"Cum",{"$error":"#REF!"},{"$error":"#REF!"},{"$error":"#REF!"}," -- DO -- "]
[2,"Providing plain cement concrete M10 mix using 40mm to 20 mm Graded  HBG crushed Metal with 220 Kgs of cement per 1cum of concrete,  including C/c of all materials, curing ,labour charges etc., complete as per drawings & tech. specifications  Clause 802, 8",{"$f":"C8","v":52.48},"Cum",3472.46,"/",1,"Cum",{"$f":"ROUND(C10*E10/G10,0)","v":182235},{"$f":"'Det.Est.'!G13","v":3.7},"Cum",{"$f":"'Det.Est.'!H13","v":4497.6900000000005},"/",1,"Cum",16641,0,165594," -- DO -- ",{"$f":"ROUND(J10*L10/N10,2)","v":16641.45},null,{"$f":"24","v":24},16,4,{"$f":"V10*W10*(X10-1)","v":1152}]
[3,"Providing plain cement concrete M10 mix using 40mm to 20 mm Graded  HBG crushed Metal with 220 Kgs of cement per 1cum of concrete,  including C/c of all materials, curing ,labour charges etc., complete as per drawings & tech. specifications  Clause 802, 8",22.82,"Cum",3611.36,"/",1,"Cum",82411,{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},"Cum",{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},"/",1,"Cum",{"$error":"#REF!"},{"$error":"#REF!"},{"$error":"#REF!"}," -- DO -- ",{"$error":"#REF!"},null,{"$f":"V10*0.3048","v":7.3152000000000008},4.8768000000000002,{"$f":"(X10-1)*0.3048","v":0.9144000000000001},{"$f":"V11*W11*X11","v":32.621007273984006},{"$f":"Y11*1000","v":32621.007273984007}]
[4,{"$f":"'Det.Est.'!B19","v":"Cost and supply of sand for filling in between kee walls including Un Skilled Labour &   conveyance to site etc., complete  "},125.98,"Cum",756.65,"/",{"$f":"N12","v":1},"Cum",95323,{"$f":"'Det.Est.'!G21","v":34.97},{"$f":"K11","v":"Cum"},{"$f":"'Det.Est.'!H21","v":787.82333333333327},"/",1,{"$f":"O11","v":"Cum"},27550,0,67773," -- DO -- "]
[5,"Supply and collection of Selected Earth including stacking to Departmental gauge for pre measurements for Subgrade (CSSR) VP 4 - 10 / 1922 / B / PRI / 2015 - 16  & VP 12 - 15 / 1928 / B / PRI / 2015 - 16",178.56,"Cum",502.86,"/",1,"Cum",89791,{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$f":"D13","v":"Cum"},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},"/",1,{"$f":"K13","v":"Cum"},{"$error":"#REF!"},{"$error":"#REF!"},{"$error":"#REF!"}," -- DO -- "]
[6,"Engaging Un Skilled Labour for spreading the collected (Selected Earth) material and sectioning  for  Subgrade (RSSR)  VP 11 - 13",{"$f":"C13","v":178.56},"Cum",28.24,"/",1,"Cum",5043,{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},"Cum",{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},"/",1,"Cum",{"$error":"#REF!"},{"$error":"#REF!"},{"$error":"#REF!"}," -- DO -- "]
[7,"Filling Stone dust  for  including  labour charges for loading unloading charges etc , complete for foundation of",{"$f":"C12","v":125.98},"Cum",130.19999999999999,"/",1,"Cum",16403,null,"Cum",null,"/",1,"Cum",0,0,16403," -- DO -- "]
[8,"Costruction of un reinforced dowel jointed at  Expansion and construction  joint only plain cement concrete pavement , thicknees as per design over a perpared sub base, with 43 grade  cement or any  other type using nominal mix of VCC(1:2:4) equivalent to",252.96,"Cum",5046.28,"/",1,"Cum",1276507,{"$f":"'Det.Est.'!G25","v":0},"Cum",{"$f":"'Det.Est.'!H25","v":5727.44},"/",1,"Cum",0,0,1276507," -- DO -- "]
[9,{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$nulls":7},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},"/",1,{"$error":"#REF!"},{"$error":"#REF!"},{"$error":"#REF!"},{"$error":"#REF!"}," -- DO -- "]
[7,"Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded.",{"$nulls":7},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$f":"'[390]Wor. Est.'!D573","v":"M.T."},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},"/",{"$f":"N16","v":1},"M.T.",{"$error":"#REF!"},{"$error":"#REF!"},{"$error":"#REF!"}," -- DO -- "]
[10,"Supply and fixing of MS name board of size 2’.6”x4’ including  painting and required lettering ",1,"No.",4748,"/",1,{"$f":"D19","v":"No."},{"$f":"ROUND(C19*E19/G19,0)","v":4748},1,{"$f":"D19","v":"No."},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},"/",1,"No.",{"$error":"#REF!"},{"$error":"#REF!"},{"$error":"#REF!"}," -- DO -- "]
[{"$f":"A19+1","v":11},"Provision for VAT Charges @ 5 %","At    5 %",{"$nulls":5},62541,"At    12 %",{"$nulls":5},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"},{"$error":"#REF!"}," -- DO -- "]
[12,"Provision for QC Charges @ 0.50%","At    0.5%",{"$nulls":5},8798,"At    0.5%",{"$nulls":5},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"},{"$error":"#REF!"}]
[13,"Storage&Safe guard of Materials @2.50%","At    2.50%",{"$nulls":5},50000,"At    2.50%",{"$nulls":5},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"},{"$error":"#REF!"}]
[14,"Seignorage Charges ",{"$nulls":6},44349,"At    1%",{"$nulls":5},{"$f":"'Det.Est.'!I44","v":5044},0,39305]
[15,"Provision for Unforeseen items, if any,  ",null,null,"LS",null,null,null,74657,null,null,"LS",null,null,null,{"$f":"'Det.Est.'!I50","v":1792.0000000000005},0,72865," -- DO -- "]
[{"$nulls":8},{"$f":"SUM(I8:I24)","v":2005643},{"$nulls":6},{"$f":"SUM(P8:P24)","v":{"$error":"#REF!"}},{"$error":"#REF!"},{"$error":"#REF!"}]
[null,"Amount as per sanctioned Estimate :",{"$f":"I25","v":2005643},null,null,"Excess :",null,null,null,{"$f":"Q25","v":{"$error":"#REF!"}}]
[null,"Amount as per    Working  Estimate :",{"$f":"P25","v":{"$error":"#REF!"}},{"$nulls":5},"Less :",{"$f":"R25","v":{"$error":"#REF!"}}]
[null,"Difference : ",{"$f":"ABS(C26-C27)","v":{"$error":"#REF!"}},{"$nulls":6},{"$f":"ABS(J26-J27)","v":{"$error":"#REF!"}}]
[{"$nulls":19},{"$f":"SUM(T8:T28)","v":{"$error":"#REF!"}}]
["Comparitive Statement"]
["Name of the work : Providing Borewell at "]
["Estimate Cost : Rs."]
["Sl.\nNo.","Description of item",null,"As per Sanctioned estimate",{"$nulls":5},"As per Working estimate",{"$nulls":6},"Difference",null,"Remarks"]
[null,null,null,"Quantity","Rate/per",null,null,null,"Amount","Quantity",null,"Rate/per",null,null,null,"Amount","Excess","Less"]
[1,2,null,3,4,null,null,null,5,6,null,7,null,null,null,8,9,10,11]
[1,{"$nulls":17},"As per\n Execution"]
[{"$f":"A36+1","v":2},{"$nulls":17}," -- DO -- "]
[3,{"$nulls":17}," -- DO -- "]
[4,{"$nulls":17}," -- DO -- "]
[5,{"$nulls":17}," -- DO -- "]
[6,{"$nulls":17}," -- DO -- "]
[7,{"$nulls":17}," -- DO -- "]
[8,{"$nulls":17}," -- DO -- "]
[]
[null,"Amount as per sanctioned Estimate :",{"$nulls":6},"Excess :"]
[null,"Amount as per    Working  Estimate :",{"$nulls":6},"Less :"]
[null,"Difference : "]
[{"$nulls":14},"Assistant Executive Engineer,\n(  P.R. ) RWS Section, Edlapadu."]
{"$rows_empty":8}
[{"$nulls":7},"Deputy Executive Engineer,",{"$nulls":6},"Assistant  Executive Engineer,"]
[{"$nulls":7},"PRISD :: Mangalagiri.",{"$nulls":6},"MPP(PRI) :: Mangalagiri."]

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[]
[]
[]
[]
[null,null,null,"Programme : MGNREGS+14 th Finance Commission Grant"]
[null,null,null,"Sub Division: PRISD Mangalagiri"]
[]
[null,null,null,"Mandal : Mangalagiri"]
[]
[]
[null,null,null,"WORK ID  :: ","077041211009080009"]
[]
[]
[null,null,"Rc. No. 638/2016/D, dated 04.07.2016 of District Collector & DPC, MGNREGS, GUNTUR."]
{"$rows_empty":10}
[null,null,null,{"$f":"+'Lead statement'!D3:O3","v":"Providing Interlocking pavers road from Lanke seshagiri rao (H) to kokkiligadda varma (H)  in Duggirala (V&M)."}]
[]
[]
[]
[]
[{"$nulls":5},"Estimate Cost :: Rs.",{"$f":"+'Lead statement'!K4","v":1.7},"Lakhs"]

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["DETAILED CUM ABSTRACT  ESTIMATE"]
[null,{"$f":"'Lead statement'!C3","v":"Name of the Work ::"},{"$f":"'Lead statement'!D3","v":"Providing Interlocking pavers road from Lanke seshagiri rao (H) to kokkiligadda varma (H)  in Duggirala (V&M)."}]
[{"$nulls":6},{"$f":"'Lead statement'!J4","v":"Estimate Cost  ::  Rs. "},{"$f":"'Lead statement'!K4","v":1.7},"Lakhs",null,{"$f":"I96","v":{"$error":"#REF!"}},null,"Length","Breadth","Depth"]
["Sl. No.","Discription of Item","Nos","Measurements",null,null,"Qty.","Rate\nunit","Amount",null,{"$f":"I95","v":{"$error":"#REF!"}},"CC Road",{"$f":"H14","v":190},3,0.17,{"$f":"171+68+50+162+95","v":546}]
[null,null,null,"L","B","D",{"$nulls":4},{"$f":"K3-K4","v":{"$error":"#REF!"}},"Gravel Road",{"$f":"M4","v":190},{"$f":"N4-0.46","v":2.54},0.15]
[1,2,null,3,4,5,6,7,8,{"$f":"I96","v":{"$error":"#REF!"}},null,"Sholders",{"$f":"M4","v":190},0.6,0.3]
[null,"List of Roads Proposed in the Work ::",{"$nulls":9},"Drain",0,1.01,0.45]
["Sl. No.","Locality","FROM",null,"TO",null,"Nature of Work","Length"]
[1,"SC Locality","Nallagorla Sesharathnam plot",null,"Polu Ramesh(H)",null,"CC Road",110,null,null,null,"Providing internal CC roads from Nallagorla Sesharathnam plot to Polu Ramesh(H) and from Kommuri Mariyamma(H) to Gooduri Hariprasad(H)  in Kuragallu village of Mangalagiri Mandal"]
[2,"SC Locality","Kommuri Mariyamma(H)",null,"Gooduri Hariprasad(H)",null,"CC Road",80]
[3,"SC Locality",{"$nulls":4},"CC Road"]
[4,"SC Locality",{"$nulls":4},"CC Road"]
[5,"SC Locality",{"$nulls":4},"CC Road"]
[{"$nulls":7},{"$f":"SUM(H9:H13)","v":190}]
[1,"Unskilled labour for Earth work excavation and depositing the soil on banks with an initial lead and lift in all soils etc., complete."]
[null,"Key walls, L/S & R/S",2,{"$f":"M4","v":190},0.23,0.23,{"$f":"ROUND(C16*D16*E16*F16,2)","v":20.100000000000001}]
[null,"Drain, L/S",1,{"$f":"M7","v":0},1.01,{"$f":"O7+F48+F38","v":0.8},{"$f":"ROUND(F17*E17*D17*LEFT(C17,1)*RIGHT(C17,1),2)","v":0}]
[{"$nulls":6},{"$f":"SUM(G16:G17)","v":20.100000000000001},{"$f":"Data!H106","v":244.608},{"$f":"ROUND(G18*H18,0)","v":4917},null,{"$f":"I18/180","v":27.316666666666666}]
[{"$nulls":6},"Cum ","1 Cum "]
[2,"Providing P. C.C. (1:4:8) Nominal mix using 40mm HBG metal including Cost and conveyance of all materials and labour charges, centring chares, curing etc complete "]
[null,{"$f":"B16","v":"Key walls, L/S & R/S"},2,190,0.23,0.15,{"$f":"ROUND(C21*D21*E21*F21,2)","v":13.11}]
[]
[]
[{"$nulls":7},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G24*H24,0)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Cum ","1 Cum "]
[2,"Providing plain cement concrete M10 mix using 40mm to 20 mm Graded  HBG crushed Metal with 220 Kgs of cement per 1cum of concrete,  including C/c of all materials, curing ,labour charges etc., complete as per drawings & tech. specifications  Clause 802, 803, 1202 & 1203 as per clause 800 & 1200 (1) of MORD and guidelines for shoe walls below G.L."]
[null,{"$f":"B16","v":"Key walls, L/S & R/S"},2,190,0.23,0.23,{"$f":"ROUND(C27*D27*M27*F27,2)","v":20.100000000000001},null,null,null,"0.23","0.23",{"$f":"(K27+L27)/2","v":0.23}]
[]
[{"$nulls":6},{"$f":"SUM(G27:G28)","v":20.100000000000001},{"$f":"Data!H22","v":4497.6900000000005},{"$f":"ROUND(G29*H29,0)","v":90404}]
[{"$nulls":6},"Cum ","1 Cum "]
[3,"Providing plain cement concrete M10 mix using 40mm to 20 mm Graded  HBG crushed Metal with 220 Kgs of cement per 1cum of concrete,  including C/c of all materials, curing ,labour charges etc., complete as per drawings & tech. specifications  Clause 802, 803, 1202 & 1203 as per clause 800 & 1200 (1) of MORD and guidelines for Screen walls above G.L."]
[null,{"$f":"B27","v":"Key walls, L/S & R/S"},{"$f":"C16","v":2},190,{"$f":"E27","v":0.23},0.1,{"$f":"ROUND(C32*D32*M32*F32,2)","v":12.92},null,null,10,"0.23","0.45",{"$f":"(K32+L32)/2","v":0.34}]
[]
[{"$nulls":6},{"$f":"SUM(G32:G33)","v":12.92},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G34*H34,0)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Cum ","1 Cum "]
[4,{"$f":"Data!#REF!","v":{"$error":"#REF!"}}]
[null,{"$f":"B16","v":"Key walls, L/S & R/S"},1,{"$f":"D16","v":190},0.23,0.1]
[null,"Drain, L/S","1x1",{"$f":"D17","v":0},1.01,0.15,{"$f":"ROUND(F38*E38*D38*LEFT(C38,1)*RIGHT(C38,1),2)","v":0}]
[{"$nulls":6},{"$f":"SUM(G37:G38)","v":0},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G39*H39,0)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Cum ","1 Cum "]
[5,"Laying of M15 nominal mix using 66% of 20 mm HBG Metal and 33% of 12mm HBG Metal including Cost and Conveyance of all materials, Centering and Labour Charges and Curing for Side Drains as Per the Section Covered in guidelines for Drainwalls on roadside and houseside"]
[null,{"$f":"CONCATENATE(B38,\", \",N42)","v":"Drain, L/S, House Side"},1,{"$f":"D38","v":0},{"$f":"IF(K42=L42,K42,CONCATENATE(\"(\",K42,\"+\",L42,\")/2\"))","v":"(0.15+0.30)/2"},0.45,{"$f":"ROUND(C42*D42*M42*F42,2)","v":0},null,null,null,"0.15","0.30",{"$f":"(K42+L42)/2","v":0.22499999999999998},"House Side"]
[null,{"$f":"CONCATENATE(B38,\", \",N43)","v":"Drain, L/S, Road Side"},1,{"$f":"D42","v":0},"(0.20+0.35)/2",0.45,0,null,null,null,"0.20","0.35",0.27500000000000002,"Road Side"]
[{"$nulls":6},{"$f":"SUM(G42:G43)","v":0},{"$f":"Data!H130","v":{"$error":"#REF!"}},{"$f":"ROUND(G44*H44,0)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Cum ","1 Cum "]
[4,"Cost and supply of stone dust  for  including Cost and  conveyance of all materials and labour charges for loading unloading charges etc , complete for foundation of",{"$nulls":8},"Between Drain & CC Road"]
[null,"Underneath CC Pavement",1,0,{"$f":"E84-(C32*E32)","v":2.54},{"$f":"F32+0.025","v":0.125},{"$f":"ROUND(C47*D47*E47*F47,2)","v":0}]
[null,{"$f":"B17","v":"Drain, L/S"},1,0,1.01,0.2,0,null,null,13]
[{"$nulls":6},{"$f":"SUM(G47:G48)","v":0},{"$f":"+'Lead statement'!O19","v":953.7},{"$f":"ROUND(G49*H49,0)","v":0}]
[{"$nulls":6},"Cum ","1 Cum "]
[5,"Unskilled labour for filling  Stone dust in foundation and Underneath CC pavement  and foundations of side drains, including all labour charges etc., complete"]
[null,"Underneath CC Pavement",1,{"$f":"D47","v":0},2.54,0.125,{"$f":"ROUND(C52*D52*E52*F52,2)","v":0}]
[null,{"$f":"B48","v":"Drain, L/S"},1,0,1.01,0.2,0,null,null,13]
[{"$nulls":6},{"$f":"G49","v":0},{"$f":"+Data!G49","v":0},{"$f":"ROUND(G54*H54,0)","v":0},null,{"$f":"I54/180","v":0},{"$f":"82+58","v":140}]
[{"$nulls":6},"Cum ","1 Cum "]
[6,"Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2  MORD / 305 MORTH."]
[null,"for Subgrade"]
[null,{"$f":"CONCATENATE(\"Road no. \",J58)","v":"Road no. 11"},1,60,5,0.3,{"$f":"ROUND(C58*D58*E58*F58,2)","v":90},null,null,11]
[]
[{"$nulls":7},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G60*H60,0)","v":{"$error":"#REF!"}}]
[{"$nulls":6},"Cum",{"$f":"\"1\"&G61","v":"1Cum"}]
[4,"Supply and collection of Selected Earth including stacking to Departmental gauge for pre measurements for Subgrade and Shoulders (CSSR)"]
[null,"for Subgrade"]
[null,{"$f":"CONCATENATE(\"Road  \",J64)","v":"Road  "},1,{"$f":"M5","v":190},2.54,{"$f":"K64*1.28","v":0.192},{"$f":"ROUND(C64*D64*E64*F64,2)","v":92.66},null,null,null,{"$f":"O5","v":0.15}]
[null,"Shoulders, L/S & R/S",{"$f":"C16","v":2},{"$f":"M6","v":190},0.6,0.3,68.400000000000006]
[{"$nulls":6},{"$f":"SUM(G64:G65)","v":161.06},{"$f":"'Lead statement'!O22","v":447.7},{"$f":"ROUND(G66*H66,0)","v":72107}]
[{"$nulls":6},"Cum",{"$f":"\"1\"&G67","v":"1Cum"}]
[5,"Engaging Un Skilled Labour for spreading the collected (Selected Earth) material and sectioning  for  Subgrade and Shoulders (RSSR)"]
[null,"for Subgrade"]
[null,{"$f":"B64","v":"Road  "},1,{"$f":"D64","v":190},2.54,0.192,{"$f":"ROUND(C70*D70*E70*F70,2)","v":92.66},null,null,null,{"$f":"K64","v":0.15}]
[null,"Shoulders, L/S & R/S",{"$f":"C65","v":2},190,0.6,0.3,68.400000000000006]
[{"$nulls":6},{"$f":"SUM(G70:G71)","v":161.06},{"$f":"Data!H186","v":32.94},{"$f":"ROUND(G72*H72,0)","v":5305}]
[{"$nulls":6},"Cum",{"$f":"\"1\"&G73","v":"1Cum"}]
[6,"Compaction of collected Selected Earth using 8-10T Power Road Roller with required watering for for Subgrade and Shoulders (CSSR)"]
[null,"for Subgrade"]
[null,{"$f":"B70","v":"Road  "},1,{"$f":"D70","v":190},2.54,{"$f":"K70","v":0.15},{"$f":"ROUND(C76*D76*E76*F76,2)","v":72.39},null,null,null,{"$f":"K70","v":0.15}]
[{"$nulls":6},{"$f":"SUM(G75:G76)","v":72.39},{"$f":"Data!H199","v":157.13},{"$f":"ROUND(G77*H77,0)","v":11375}]
[{"$nulls":6},"Cum",{"$f":"\"1\"&G78","v":"1Cum"}]
[7,"Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. Table 400.2"]
[null,"for Subbase"]
[null,{"$f":"B76","v":"Road  "},1,{"$f":"D70","v":190},{"$f":"E76","v":2.54},{"$f":"K81","v":0.15},{"$f":"ROUND(C81*D81*E81*F81,2)","v":72.39},{"$f":"Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G81*H81,0)","v":{"$error":"#REF!"}},null,0.15]
[{"$nulls":6},"Cum ","1 Cum "]
[8,{"$f":"Data!E52","v":"Construction of  un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing  and including overhead charges & Contractor profit, but excluding GST & Seignorage Charges Technical Specification Clause 1501 MORD including overhead charges & Contractors profit but excluding GST ."}]
[null,{"$f":"B81","v":"Road  "},1,{"$f":"M4","v":190},3,0.17,{"$f":"ROUND(C84*D84*E84*F84,2)","v":96.9},null,null,null,{"$f":"SUM(D84)","v":190}]
[{"$nulls":6},{"$f":"SUM(G84)","v":96.9},{"$f":"Data!H91","v":5727.44},{"$f":"ROUND(G85*H85,0)","v":554989}]
[{"$nulls":6},"Cum ","1 Cum "]
[9,"Provision of Name Board",1,null,null,null,{"$f":"ROUND(RIGHT(C87,1),0)","v":1},{"$f":"+Data!#REF!","v":{"$error":"#REF!"}},{"$f":"ROUND(G87*H87,0)","v":{"$error":"#REF!"}},null,{"$f":"I18+I54+I72","v":10222},{"$f":"ROUND('Seignorage '!#REF!,0)","v":{"$error":"#REF!"}}]
[26,"Provision for Joint Filler Board 20mm thick",{"$nulls":5},{"$f":"Data!F84","v":735}]
[{"$nulls":8},{"$f":"SUM(I15:I88)","v":{"$error":"#REF!"}},null,null,null,{"$f":"'Det.Est.'!I43+CRDA!I85","v":{"$error":"#REF!"}}]
[{"$f":"A87+1","v":10},"Seignorage Charges ",{"$nulls":6},{"$f":"Seignorage!G27","v":24078},null,{"$f":"'Det.Est.'!I44","v":5044},{"$f":"CRDA!I86","v":0},{"$f":"SUM(K90:L90)","v":5044}]
[{"$f":"A90+1","v":11},"Provision for VAT Charges @ 5 %",{"$nulls":5},0.05,{"$f":"ROUND(J91*H91,0)","v":{"$error":"#REF!"}},{"$f":"I89-K87-L87","v":{"$error":"#REF!"}},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$f":"CRDA!I87","v":{"$error":"#REF!"}},{"$error":"#REF!"}]
[12,"Provision for QC Charges @ 0.50%",{"$nulls":5},5.0000000000000001E-3,{"$error":"#REF!"},{"$f":"I89","v":{"$error":"#REF!"}},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$f":"CRDA!I88","v":{"$error":"#REF!"}},{"$error":"#REF!"}]
[13,"Provision for NAC Charges @ 0.10%",{"$nulls":5},1E-3,{"$error":"#REF!"},{"$f":"I89/2","v":{"$error":"#REF!"}},{"$f":"ROUND(J93*0.1%,0)","v":{"$error":"#REF!"}}]
[14,"Storage&Safe guard of Materials @ 2.50%",{"$nulls":5},2.5000000000000001E-2,{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$f":"J92","v":{"$error":"#REF!"}},{"$f":"'Det.Est.'!#REF!","v":{"$error":"#REF!"}},{"$f":"CRDA!I89","v":{"$error":"#REF!"}},{"$f":"SUM(K94:L94)","v":{"$error":"#REF!"}}]
[{"$f":"A94+1","v":15},"Provision for Unforeseen Items",{"$nulls":6},{"$f":"I96-I89-I90-I91-I92-I94-I93","v":{"$error":"#REF!"}},{"$f":"'Det.Est.'!I50","v":1792.0000000000005},{"$f":"CRDA!I91","v":{"$error":"#REF!"}},{"$f":"J95+K95","v":{"$error":"#REF!"}},{"$f":"J95-K95","v":{"$error":"#REF!"}}]
[{"$nulls":7},"TOTAL :: Rs.",{"$f":"'Lead statement'!#REF!*100000","v":{"$error":"#REF!"}}]
[]
[]
[]
[]
[null,null,"Deputy Executive Engineer,",{"$nulls":4},"Asst. Exe. Engineer,"]
[null,null,"PRISD :: Mangalagiri.",{"$nulls":4},"MPP (PRI) :: Mangalagiri."]

{"sheet":"Seignorage ","index":22,"n_rows":39,"n_cols":10,"rows_kept":39,"cut":false,"hidden":false,"merged":[[31,2,31,3],[38,1,38,5],[39,1,39,5],[2,0,3,0],[2,1,3,1],[2,2,3,2],[2,3,3,3],[2,4,3,4],[0,0,0,9],[1,2,1,9],[2,5,2,8],[20,2,20,4],[20,5,20,8],[2,9,3,9]]}
["Seigniorage Charges "]
[null,{"$f":"'Lead statement'!C3","v":"Name of the Work ::"},{"$f":"'Det.Est.'!C2","v":"Providing Interlocking pavers road from Lanke seshagiri rao (H) to kokkiligadda varma (H)  in Duggirala (V&M)."}]
["Sl No.","Descripition of Item","Qty.","Earth","Sand","Metal",null,null,null,"Cement"]
[{"$nulls":5},"stone dust","40 - 20 mm metal","60%-40mm & 40%-20-10mm chips","20-12mm chips"]
[]
[1," Earth work exevation",{"$f":"'Det.Est.'!G9","v":3.7},{"$f":"C6","v":3.7}]
[2,"PCC M10 For Shoe Wall Below GL",{"$f":"'Det.Est.'!G13","v":3.7},null,{"$f":"ROUND(C7*0.45,2)","v":1.67},null,{"$f":"ROUND(C7*0.9,2)","v":3.33},null,null,{"$f":"ROUND(C7*0.22*1000,2)","v":814}]
[3,"PCC M10 For Shoe Wall Above GL",{"$f":"'Det.Est.'!G17","v":7.25},null,3.26,null,6.53,null,null,1595]
[4,"Cost and supply of sand for filling",{"$f":"'Det.Est.'!G21","v":34.97},null,{"$f":"C9","v":34.97}]
[6,{"$f":"'Det.Est.'!B23","v":"Construction of  un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing  and including overhead charges & Contractor profit, but excluding GST & Seignorage Charges Technical Specification Clause 1501 MORD including overhead charges & Contractors profit but excluding GST ."},{"$f":"'Det.Est.'!G25","v":0},null,{"$f":"ROUND(C10*0.45,2)","v":0},null,null,null,{"$f":"ROUND(C10*0.9,2)","v":0},{"$f":"ROUND(C10*0.324*1000,2)","v":0}]
[7,{"$f":"'Det.Est.'!B34","v":"Filling in foundation trenches (Hard Morrum/  Selected Earth) as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding GST ."},{"$f":"'Det.Est.'!G36","v":0},{"$f":"C11","v":0}]
[null,null,null,{"$f":"SUM(D6:D11)","v":3.7},{"$f":"SUM(E7:E11)","v":39.9},{"$f":"SUM(F6:F11)","v":0},{"$f":"SUM(G6:G11)","v":9.86},{"$f":"SUM(H6:H11)","v":0},{"$f":"SUM(I6:I11)","v":0},{"$f":"SUM(J6:J11)","v":2409}]
[]
[null,"PART B  -  CRDA"]
[1,{"$f":"'Det.Est.'!B23","v":"Construction of  un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing  and including overhead charges & Contractor profit, but excluding GST & Seignorage Charges Technical Specification Clause 1501 MORD including overhead charges & Contractors profit but excluding GST ."},null,null,{"$f":"C15*0.45","v":0},null,null,null,{"$f":"C15*0.9","v":0},{"$f":"ROUND(C15*Data!#REF!,2)","v":{"$error":"#REF!"}}]
[2,"Selected Earth",null,{"$f":"C16","v":0}]
[null,null,null,{"$f":"SUM(D15:D16)","v":0},0,0,0,0,0,{"$error":"#REF!"}]
[]
[null,"Total :",null,{"$f":"D12+D17","v":3.7},39.9,0,9.86,0,0,{"$error":"#REF!"}]
[]
[]
[null,"Selected Earth  :",{"$f":"D12","v":3.7},45,{"$f":"ROUND(C22*D22,2)","v":166.5}]
[null,"Sand :",{"$f":"E12","v":39.9},100,3990]
[null,"Stone Dust",{"$f":"F12","v":0},90,0]
[null,"40 - 20 mm metal",{"$f":"G12","v":9.86},90,887.4]
[null,"40mm & 20-10mm Metal :",{"$f":"H12","v":0}]
[null,"20-12mm Chips :",{"$f":"I12","v":0},{"$f":"D24","v":90},{"$f":"C27*D27","v":0}]
[]
[]
[null,"Total Seignorage charges :",null,null,{"$f":"SUM(E22:E29)","v":5043.8999999999996},{"$nulls":4},{"$f":"ROUNDUP(SUM(E30:I30),0)","v":5044}]
[]
[null,"Cement :",{"$f":"J12","v":2409},null,"Kgs",{"$f":"+'Lead statement'!O26/1000","v":4.22},{"$f":"ROUND(C32*F32,0)","v":10166}]
[null,null,null,{"$f":"C32/50","v":48.18},"Bags"]
[]
[]
[]
[{"$nulls":6}," Assistant  Executive Engineer,  "]
[{"$nulls":6},"MPP (PRI) :: Duggirala."," Assistant Engineer,  "]
[null,"                                                                       ",{"$nulls":5},"MPP (PRI) :: Tadepalli."]

{"sheet":"Seignorage","index":23,"n_rows":35,"n_cols":12,"rows_kept":35,"cut":false,"hidden":true,"merged":[[0,0,0,9],[1,2,1,9],[2,5,2,8],[28,2,28,3],[2,0,3,0],[2,1,3,1],[2,2,3,2],[2,3,3,3],[2,4,3,4],[2,9,3,9]]}
["Seigniorage Charges (MGNREGS + 14th Finance)"]
[null,{"$f":"'Lead statement'!C3","v":"Name of the Work ::"},{"$f":"'Lead statement'!D3","v":"Providing Interlocking pavers road from Lanke seshagiri rao (H) to kokkiligadda varma (H)  in Duggirala (V&M)."}]
["Sl No.","Descripition of Item","Qty.","Earth","Sand","Metal",null,null,null,"Cement"]
[{"$nulls":5},"stone dust","40 - 20 mm metal","60%-40mm & 40%-20-10mm chips","20-12mm chips"]
[]
[1,"Earth work exevation and depositing for drain",{"$f":"'Det. Est.'!G18","v":20.100000000000001},{"$f":"C6","v":20.100000000000001}]
[2,"Selected Earth",{"$f":"'Det. Est.'!G66","v":161.06},161.06]
[3,"Plain cement concrete M10 for shoe wall & Screen walls",{"$f":"'Det. Est.'!G29+'Det. Est.'!G34","v":33.020000000000003},null,{"$f":"C8*0.45","v":14.859000000000002},null,{"$f":"C8*0.9","v":29.718000000000004},null,null,{"$f":"ROUND(C8*Data!#REF!*1000,2)","v":{"$error":"#REF!"}}]
[4,"plain cement concrete M10 for screen wall"]
[5,"Plain cement concrete M15 for bed concrete & Body walls",{"$f":"+'Det. Est.'!G39+'Det. Est.'!G44","v":0},null,{"$f":"C10*0.45","v":0},null,null,null,{"$f":"C10*0.9","v":0},{"$f":"ROUND(C10*Data!#REF!*1000,2)","v":{"$error":"#REF!"}}]
[6,"plain cement concrete M15 for body walls",null,null,{"$f":"C11*0.48","v":0},null,{"$f":"C11*0.9","v":0},null,null,{"$f":"ROUND(C11*Data!C110*1000,2)","v":0}]
[7,"Cost and supply of stonedust for side berms and foundation of drain",{"$f":"+'Det. Est.'!G54","v":0},null,null,{"$f":"C12","v":0}]
[8,"Providing CC (1:4:8) using 40mm HBG metal for road",{"$f":"'Det. Est.'!G24","v":0},null,{"$f":"C13*0.45","v":0},null,null,null,{"$f":"C13*0.9","v":0},{"$f":"ROUND(C13*Data!#REF!,2)","v":{"$error":"#REF!"}}]
[9,"Granular Sub-Base by providing coarse graded material",{"$f":"'Det. Est.'!G81","v":72.39},{"$nulls":5},{"$f":"C14*(384/300)","v":92.659199999999998}]
[10,"Costruction of un refinforced dowel jointed for CC Road",{"$f":"+'Det. Est.'!G85","v":96.9},null,{"$f":"C15*0.45","v":43.605000000000004},null,null,null,{"$f":"C15*0.9","v":87.210000000000008},{"$f":"ROUND(C15*Data!#REF!,2)","v":{"$error":"#REF!"}}]
[null,"Total :",null,{"$f":"SUM(D6:D15)","v":181.16},58.464000000000006,0,29.718000000000004,null,{"$f":"SUM(I6:I15)","v":179.86920000000001},{"$error":"#REF!"},{"$f":"J16/50","v":{"$error":"#REF!"}},{"$f":"K16*320","v":{"$error":"#REF!"}}]
[]
[]
[null,"Earth  :",{"$f":"D16","v":181.16},30,{"$f":"ROUND(C19*D19,2)","v":5434.8}]
[null,"Sand :",{"$f":"E16","v":58.464000000000006},50,2923.2]
[null,"Granular Chips",{"$f":"F16","v":0},75,0]
[null,"40 mm Metal :",{"$f":"G16","v":29.718000000000004},75,2228.85]
[null,"40mm & 20-10mm Metal :"]
[null,"20-12mm Chips :",{"$f":"I16","v":179.86920000000001},{"$f":"D21","v":75},{"$f":"C24*D24","v":13490.19}]
[]
[]
[null,"Total Seignarage charges :",null,null,{"$f":"SUM(E19:E26)","v":24077.040000000001},null,{"$f":"ROUNDUP(E27,0)","v":24078}]
[]
[null,"Cement :",{"$f":"J16","v":{"$error":"#REF!"}},null,"Kgs",{"$f":"+'Lead statement'!O26/1000","v":4.22},{"$f":"ROUND(C29*F29,0)","v":{"$error":"#REF!"}}]
[null,null,null,{"$f":"C29/50","v":{"$error":"#REF!"}},"Bags"]
[]
[]
[]
[null,"Deputy Executive Engineer,",{"$nulls":4},"Asst. Exe. Engineer,"]
[null,"PRISD :: Mangalagiri.",{"$nulls":4},"MPP (PRI) :: Mangalagiri."]

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["COMPARATIVE STATEMENT"]
[null,"Name of the Work :",{"$f":"'Det.Est.'!C2","v":"Providing Interlocking pavers road from Lanke seshagiri rao (H) to kokkiligadda varma (H)  in Duggirala (V&M)."}]
["S No","Description","per","As per Original Estimate",null,null,"As per Working Estimate",null,null,"Excess","Less","Remarks"]
[null,null,null,"Qty","Rate","Amount","Qty","Rate","Amount"]
[1,2,3,4,5,6,7,8,9,10,11,12]
[1,"Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m","Cum",1.83,229.32,420,{"$f":"'Det.Est.'!G9","v":3.7},{"$f":"'Det.Est.'!H9","v":244.608},{"$f":"'Det.Est.'!I9","v":905},null,{"$f":"F6-I6","v":-485},null,null,{"$f":"E6*D6","v":419.65559999999999}]
[2,"Providing plain cement concrete M10 mix using 40mm and 20 mm Graded  HBG crushed Metal with 220 Kgs of cement per 1cum of concrete,  including C/c of all materials, curing ,labour charges etc., complete as per drawings & tech. specifications  Clause 802, 803, 1202 & 1203 as per clause 800 & 1200 (1) of MORD and guidelines for shoe walls below G.L","Cum",1.83,4360.99,7981,{"$f":"'Det.Est.'!G13","v":3.7},{"$f":"'[391]retaining wall'!H24","v":938.5},{"$f":"'Det.Est.'!I13","v":16641},null,{"$f":"F7-I7","v":-8660}]
[3,"Providing plain cement concrete M10 mix using 40mm and 20 mm Graded  HBG crushed Metal with 220 Kgs of cement per 1cum of concrete,  including C/c of all materials, curing ,labour charges etc., complete as per drawings & tech. specifications  Clause 802, 803, 1202 & 1203 as per clause 800 & 1200 (1) of MORD and guidelines for shoe walls Above G.L","Cum",3.58,4535.43,16237,{"$f":"'Det.Est.'!G17","v":7.25},{"$f":"'Det.Est.'!H17","v":4677.597600000001},{"$f":"'Det.Est.'!I17","v":33913},null,{"$f":"F8-I8","v":-17676}]
[4,"Cost and supply of Stonedust for filling in between kee walls including Un Skilled Labour &   conveyance to site etc., complete  ","Cum",40.200000000000003,955.43,38408,{"$f":"'Det.Est.'!G21","v":34.97},{"$f":"'Det.Est.'!H21","v":787.82333333333327},{"$f":"'Det.Est.'!I21","v":27550},{"$f":"I9-F9","v":-10858}]
[5,"Providing and Laying of Interlocking Concrete Block Pavements using CC M40 having thickness 80 mm as per drawing and Technical Specification Clause 1504 MORD. ","sqm",108.65,853.77,92763,{"$f":"'Det.Est.'!G29","v":94.5},{"$f":"'Det.Est.'!H29","v":830.5357866666667},{"$f":"'Det.Est.'!I29","v":78486},null,{"$f":"F10-I10","v":14277}]
[6,"Add GST @ 18%",null,null,null,28862,null,null,{"$f":"'Det.Est.'!I49","v":0},{"$f":"I11-F11","v":-28862}]
[7,"Add seignorage charges ",null,null,null,4382,null,null,{"$f":"'Det.Est.'!I44","v":5044},{"$f":"I12-F12","v":662}]
[8,"Add QC Charges @ 0.50 %",null,null,null,779,null,null,{"$f":"'Det.Est.'!I48","v":787},8]
[9,"Add service charges @ 3.00%",null,null,null,4674,null,null,{"$f":"'Det.Est.'!I47","v":4725},51]
[10,"Provision for NAC Charges 0.1%",null,null,null,156,null,null,{"$f":"'Det.Est.'!I45","v":157},1]
[11,"Provision for unforeseen items and Fluctuation of Rates",null,null,null,5338,null,null,{"$f":"'Det.Est.'!I50","v":1792.0000000000005},null,{"$f":"F16-I16","v":3545.9999999999995}]
[{"$nulls":5},{"$f":"SUM(F6:F16)","v":200000},null,null,{"$f":"SUM(I6:I16)","v":170000},{"$f":"SUM(J6:J16)","v":-38998},{"$f":"SUM(K6:K16)","v":-8998}]
[]
[null,"As per Sanctioned Estimate",{"$f":"F17","v":200000},null,null,"As per Excess",null,{"$f":"J17","v":-38998}]
[null,"As per Recost  Estimate",{"$f":"I17","v":170000},null,null,"As per Less",null,{"$f":"K17","v":-8998}]
[null,null,{"$f":"C19-C20","v":30000},{"$nulls":4},{"$f":"H19-H20","v":-30000}]
[]
[]
[null,"Asst Executive  Engineer,                                                                                                                                     (PRI ) MPP,Duggirala",{"$nulls":4},"Deputy Executive Engineer                                                                                                                                                            P.R.I., Sub-Division Mangalagiri"]

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["LEAD  STATEMENT - 2023-2024"]
[null,null,"Work spot","Duggirala",0.2]
[null,null,"Name of the Work ::",{"$f":"'Det.Est.'!C2","v":"Providing Interlocking pavers road from Lanke seshagiri rao (H) to kokkiligadda varma (H)  in Duggirala (V&M)."}]
[null,null,"Duggirala",{"$nulls":6},"Estimate Cost  ::  Rs. ",{"$f":"'Det.Est.'!I51/100000","v":1.7},null,null,null,"Lakhs"]
["Sl. No","Name of the Material",null,"Source","Lead in Km","Conveyance charges Excluding 13.615% OHC & CP     ","Intial Cost","GST @28%","unloding","Machine crushing charges","Blasting charges","Loading Charges without idle (Manual)","Un-Loading Charges without idle (Manual)","Add Seigniorage charges","Total"]
[1,2,null,3,4,7,8,9,10,11,12,11,12,13,13]
[13,"60-63mm HBT Metal IRC",null,"Ramatheerdam",70,{"$f":"ROUND((#REF!-#REF!)/1.14,2)","v":{"$error":"#REF!"}},{"$f":"'Basic data-1'!E22","v":399.05},{"$nulls":4},0,0,50,{"$f":"G7+F7+J7+K7+L7+M7+N7","v":{"$error":"#REF!"}}]
[14,"40-45mm HBT Metal IRC",null,"Ramatheerdam",{"$f":"E7","v":70},{"$f":"ROUND((#REF!-#REF!)/1.14,2)","v":{"$error":"#REF!"}},{"$f":"'Basic data-1'!E20","v":560},null,null,{"$f":"ROUND(G8*25%,2)","v":140},70,0,0,50,{"$error":"#REF!"}]
[15,"19-22mm HBT Metal IRC",null,"Ramatheerdam",70,{"$f":"ROUND((#REF!-#REF!)/1.14,2)","v":{"$error":"#REF!"}},{"$f":"'Basic data-1'!E18","v":937.15},null,null,234.29,70,0,0,50,{"$error":"#REF!"}]
[6,"9.50 - 11.20 mm size HBG M/C metal-IRC",null,"Ramatheerdam",70,{"$f":"ROUND((#REF!-#REF!)/1.14,2)","v":{"$error":"#REF!"}},{"$f":"'Basic data-1'!E16","v":624.75},null,null,156.19,70,0,0,50,{"$error":"#REF!"}]
[1,"5 - 7 mm size HBG M/C metal-IRC",null,"Ibrahimpatnam",{"$f":"LOOKUP(D2,#REF!,#REF!)","v":{"$error":"#REF!"}},{"$f":"#REF!+#REF!","v":{"$error":"#REF!"}},{"$f":"'Basic data-1'!E15","v":480},null,null,120,70,0,0,0,{"$error":"#REF!"}]
[{"$f":"A11+1","v":2},"2.36mm - 5mm HBG chips",null,{"$f":"D11","v":"Ibrahimpatnam"},{"$error":"#REF!"},{"$f":"#REF!+#REF!","v":{"$error":"#REF!"}},{"$f":"'Basic data-1'!E14","v":293.35000000000002},null,null,73.34,70,null,null,0,{"$error":"#REF!"}]
[3,"9.5-11.2 mm HBG M/C Metal",null,{"$f":"D19","v":"Ibrahimpatnam"},34,{"$f":"#REF!+#REF!","v":{"$error":"#REF!"}},{"$f":"'Basic data-1'!E16","v":624.75},null,null,156.19,70,null,null,0,{"$error":"#REF!"}]
[4,"5-7 mm HBGM/C Metal",null,{"$f":"D13","v":"Ibrahimpatnam"},34,{"$f":"#REF!+#REF!","v":{"$error":"#REF!"}},504,null,null,126,70,null,null,0,{"$error":"#REF!"}]
[1,"40mm HBG MC Chips - SS-5",null,{"$f":"D19","v":"Ibrahimpatnam"},{"$f":"' Duggirala Villages'!D7","v":34},{"$f":"LOOKUP(ROUND(E15,0),'conveyance 23-24'!A3:A151,'conveyance 23-24'!D3:D151)","v":503.7},744,null,null,{"$f":"ROUND(G15*25%,2)","v":186},70,0,0,0,1503.7]
[{"$f":"A15+1","v":2},"20mm HBG MC Chips - SS-5",null,{"$f":"D15","v":"Ibrahimpatnam"},{"$f":"+E15","v":34},{"$f":"F15","v":503.7},1242,null,null,310.5,70,0,0,0,2126.1999999999998]
[3,"12mm HBG MC Chips - SS-5",null,"Ibrahimpatnam",{"$f":"E16","v":34},{"$f":"F15","v":503.7},989,null,null,247.25,70,0,0,0,1809.95]
[4,"10mm HBG MC Chips - SS-5",null,"Ibrahimpatnam",34,{"$f":"F15","v":503.7},831,null,null,207.75,70,0,0,0,{"$f":"F18+G18+J18+K18","v":1612.45}]
[5,"2.36mm & below HBG Stone Chips  (Stone Dust)",null,{"$f":"D12","v":"Ibrahimpatnam"},34,{"$f":"F15","v":503.7},450,{"$nulls":4},0,0,0,{"$f":"G19+F19+J19+K19+L19+M19+N19","v":953.7}]
[6,"Gravel ",null,{"$f":"LOOKUP(D2,[392]Villages!A3:A14,[392]Villages!F3:F14)","v":"Vejendla"},24,{"$f":"'conveyance 23-24'!C24","v":352.7},130,{"$nulls":4},0,0,0,482.7]
[null,"Selected earth","M-092\nMAT-00252",{"$f":"D20","v":"Vejendla"},{"$f":"E20","v":24},{"$f":"F20","v":352.7},101,{"$nulls":7},453.7]
[{"$f":"A20+1","v":7},"Hard Morrum",null,{"$f":"D20","v":"Vejendla"},24,352.7,95,{"$nulls":4},0,0,0,{"$f":"F22+G22","v":447.7}]
[8,"Sand for mortor",null,"Krishna River  -- Munnangi",{"$f":"' Duggirala Villages'!C7","v":18},{"$f":"LOOKUP(ROUND(E23,0),'conveyance 23-24'!A3:A151,'conveyance 23-24'!C3:C151)","v":293.10000000000002},700,{"$nulls":4},0,0,0,{"$f":"G23+F23+J23+K23+L23+M23+N23","v":993.1}]
[9,"Sand for Concrete",null,"Krishna River  -- Munnangi",{"$f":"+E23","v":18},{"$f":"F23","v":293.10000000000002},605,{"$nulls":4},0,0,0,{"$f":"F24+G24","v":898.1}]
[10,"Sand for Filling",null,"Krishna River  -- Munnangi",18,{"$f":"F23","v":293.10000000000002},460,{"$nulls":4},0,0,0,753.1]
[11,"Cement",null,"Local","-",0,4220,{"$nulls":4},0,0,null,{"$f":"G26+F26+J26+K26+L26+M26+N26+H26","v":4220}]
[{"$f":"A26+1","v":12},"HYSD  Steel bars",null,"Local","-",null,42000,{"$nulls":4},0,0,null,{"$f":"G27+H27+J27+K27+L27+M27+N27","v":42000}]
[13,"2nd Class Bricks BMT-A-01(23x11x7Cm)",null,"Prathuru",8,{"$f":"#REF!+#REF!","v":{"$error":"#REF!"}},5607,232.5,232.5,null,null,0,0,null,{"$f":"F28+G28+H28+I28","v":{"$error":"#REF!"}}]
[19,"20mm HBG Chips SS-5 (e-tender)",{"$nulls":4},1579,"1579.00 - 50.00",{"$nulls":6},{"$f":"G29-50","v":1529}]
[20,"12mm HBG Chips SS-5 (e-tender)",{"$nulls":4},1579,{"$nulls":7},{"$f":"O29","v":1529}]
[21,"Cement  (e-tender)",{"$nulls":4},4780,{"$nulls":7},{"$f":"G31","v":4780}]
[null,"M40 Grade 80 mm thick inter locking tiles (BMT-D.14)",null,"Tenali",10,{"$f":"LOOKUP(ROUND(E32,0),'conveyance 23-24'!A3:A151,'conveyance 23-24'!F3:F151)","v":13.91},550,{"$nulls":7},{"$f":"G32+F32","v":563.91}]
["Certified that above rates and leads provided in this Estimate are correct to the best of my knowledge and belief as per SSR 2023 - 24"]
["Certified that the work spot is situated with in 12 kms radius from Tenali  Muncipal Corporation Limits. Hence, 20% M.A. is allowed."]
[]
[]
[]
["Certified that the Approved Sand quary Indented from Munnangi is now proposed."]
[]
[]
[]
[{"$nulls":9}," Assistant Executive Engineer,  "]
[{"$nulls":9},"MPP (PRI) ::Duggirala."]

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[" D A T A S -  2023 - 24"]
[{"$f":"'Lead statement'!C3","v":"Name of the Work ::"},null,null,null,{"$f":"'Lead statement'!D3","v":"Providing Interlocking pavers road from Lanke seshagiri rao (H) to kokkiligadda varma (H)  in Duggirala (V&M)."}]
[{"$nulls":4},{"$f":"'Lead statement'!J4","v":"Estimate Cost  ::  Rs. "},{"$f":"'Lead statement'!K4","v":1.7},"Lakhs"]
["Sl.No.",null,"Quantity","Unit","Description","Rate \nRs.","Per","Amount Rs."]
[1,null,2,3,4,5,6,7]
[1,null,1,null,"Providing plain cement concrete M10 mix using 40mm to 20 mm Graded  HBG crushed Metal with 220 Kgs of cement per 1cum of concrete,  including C/c of all materials, curing ,labour charges etc., complete as per drawings & tech. specifications  Clause 802, 803, 1202 & 1203 as per clause 800 & 1200 (1) of MORD and guidelines for shoe walls"]
[{"$nulls":4},"(M10 Grade PCC -  Nominal Mix) Unit - 1 Cum "]
[{"$nulls":4},"(a) Material "]
[null,1,0.22,"M.T.","Cement ",{"$f":"'Lead statement'!O26","v":4220},"1 MT",{"$f":"ROUND(F9*C9,2)","v":928.4}]
[null,1,0.45,"Cum","Coarse Sand for Concrete",{"$f":"'Lead statement'!O24","v":898.1},"1 cum",404.15]
[null,1,0.6,"Cum","40mm aggregate ",{"$f":"'Lead statement'!O15","v":1503.7},"1 cum",902.22]
[null,null,0.3,"Cum","20 mm aggregate",{"$f":"+'Lead statement'!O16","v":2126.1999999999998},"1 Cum",637.86]
[null,1,1.2,"Kl","Water ",99,"Kl",118.8]
[{"$nulls":4},"(b)Machinary "]
[null,1,0.4,"Hour","Concrete Mixer 10/7 cft (0.40/0.28 cum) ",692.7,"1 No ",{"$f":"ROUND(F15*C15,2)","v":277.08}]
[null,null,0.4,"Hour","Vibrating charges (60 mm - Petrol)",274.8,"Hour",109.92]
[null,null,0.13,"Hour","Water Tanker 6 KL capacity",806,"Hour",104.78]
[{"$nulls":4},"(c) Labour "]
[null,1,0.1,"Day","Mason (1st class) ",670,"1 No ",{"$f":"ROUND(F19*C19,2)","v":67}]
[null,1,1.39,"Day","Mazdoor unskilled ",560,"1 No ",778.4]
[null,null,0.2,null,"Add 20% MA ON Labour Charges",{"$f":"SUM(H19:H20)","v":845.4},null,{"$f":"ROUND(C21*F21,2)","v":169.08}]
[{"$nulls":7},{"$f":"SUM(H9:H21)","v":4497.6900000000005}]
[{"$nulls":4},"sundries",null,null,0]
[{"$nulls":7},{"$f":"SUM(H22:H23)","v":4497.6900000000005}]
[{"$nulls":4},"Shoe   walls Below GL  - Rate for cum = a + b + c ",null,null,{"$f":"SUM(H22:H23)","v":4497.6900000000005}]
[{"$nulls":4},"Add 13.615% for Over head charges & Contractors profit ",null,0,0]
[{"$nulls":4},"Rate per 1 Cum    Below GL ",null,null,{"$f":"SUM(H25:H26)","v":4497.6900000000005}]
[2,null,2,null,"Providing plain cement concrete M10 mix using 40mm to 20 mm Graded  HBG crushed Metal with 220 Kgs of cement per 1cum of concrete,  including C/c of all materials, curing ,labour charges etc., complete as per drawings & tech. specifications  Clause 802, 803, 1202 & 1203 as per clause 800 & 1200 (1) of MORD and guidelines for shoe walls"]
[{"$nulls":4},"(M10 Grade PCC -  Nominal Mix) Unit - 1 Cum ",null,null,{"$f":"H22","v":4497.6900000000005}]
[{"$nulls":4},"Form work @ 4%",0.04,{"$f":"H29","v":4497.6900000000005},{"$f":"G30*F30","v":179.90760000000003}]
[{"$nulls":4},"Shoe   walls Above GL  - Rate for cum",null,null,{"$f":"SUM(H29:H30)","v":4677.597600000001}]
[3,null,3,"RBR-FNDN-2(i)","Sand  filling beneath CC pavement and for side berms including cost and conveyabce of all materials and all labour charges etc., complete "]
[null,1,1,"Cum","Sand  filling ",{"$f":"'Lead statement'!O25","v":753.1},"1Cum",{"$f":"ROUND(C33*F33,2)","v":753.1}]
[null,null,0.1,"Kl","water ",{"$f":"F44","v":99},"1 KL",9.9]
[{"$nulls":4},"Labour "]
[null,1,0.31,"day","Mazdoor (Unskilled)",{"$f":"F46","v":560},"1day",{"$f":"ROUND(C36*F36,2)/6","v":28.933333333333334}]
[null,null,0.2,null,"Add 20% MA ON Labour Charges",{"$f":"SUM(H36)","v":28.933333333333334},null,{"$f":"ROUND(C37*F37,2)","v":5.79}]
[{"$nulls":4},"Sundries",null,null,0.06]
[{"$nulls":4},"Rate per 1 Cum",null,null,{"$f":"SUM(H33:H38)","v":797.78333333333319}]
[{"$nulls":4},"Add 13.615% for Over head charges & Contractors profit ",null,0.13614999999999999,0]
[{"$nulls":4},"Rate per 1 Cum",null,null,{"$f":"SUM(H39:H40)","v":797.78333333333319}]
[4,null,4,"RBR-FNDN-2(i)","Sand  filling beneath CC pavement and for side berms including cost and conveyabce of all materials and all labour charges etc., complete "]
[null,1,1,"Cum","sand",{"$f":"'Lead statement'!O25","v":753.1},"1Cum",{"$f":"ROUND(C43*F43,2)","v":753.1}]
[null,null,0.1,"Kl","water ",{"$f":"F13","v":99},"1 KL"]
[{"$nulls":4},"Labour "]
[null,1,{"$f":"0.31/6","v":5.1666666666666666E-2},"day","Mazdoor (Unskilled)",560,"1day",{"$f":"F46*C46","v":28.933333333333334}]
[null,null,0.2,null,"Add 20% MA ON Labour Charges",{"$f":"SUM(H46)","v":28.933333333333334},null,{"$f":"ROUND(C47*F47,2)","v":5.79}]
[{"$nulls":4},"Sundries"]
[{"$nulls":4},"Rate per 1 Cum",null,null,{"$f":"SUM(H43:H48)","v":787.82333333333327}]
[{"$nulls":4},"Sundries"]
[{"$nulls":4},"Rate per 1 Cum",null,null,{"$f":"SUM(H49:H50)","v":787.82333333333327}]
[5,null,5,"RBR-CCPV-5","Construction of  un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing  and including overhead charges & Contractor profit, but excluding GST & Seignorage Charges Technical Specification Clause 1501 MORD including overhead charges & Contractors profit but excluding GST ."]
[{"$nulls":4},"Unit = cum",null,null,{"$f":"'Det.Est.'!D24","v":0}]
[{"$nulls":4},"Taking output = 75 cum (172.50 t)",324,"kg/cum ",{"$f":"'Det.Est.'!E24","v":3.75}]
[{"$nulls":4},"(100 x 3.75 x 0.200) /","(32x3.75x0.17)",null,{"$f":"'Det.Est.'!F24","v":0.17}]
[{"$nulls":4},"(a) Labour "]
[null,1,5,"day","Mason (1st class)",585,"1 No",{"$f":"ROUND((B57*C57*F57),2)","v":2925}]
[null,1,5,"day","Mason (2nd class)",525,"1 No",2625]
[null,1,150,"day","Mazdoor (Unskilled)",490,"1 No",73500]
[null,1,6,"day","Mazdoor (Skilled))",525,"1 No",3150]
[null,1,2,"day","Surveyor",{"$f":"'Basic data-1'!E8","v":675},"1 No"]
[null,1,6,"day","Mazdoor (semi-skilled)",490,"1 No",{"$f":"ROUND((B62*C62*F62),2)","v":2940}]
[null,null,0.2,null,"Add 20% MA ON Labour Charges",{"$f":"SUM(H57:H62)","v":85140},null,{"$f":"ROUND(C63*F63,2)","v":17028}]
[]
[{"$nulls":4},"(b) Machinery"]
[null,1,36,"hr / cum","Concrete mixer 0.28/0.40 cum capacity (6mixer) with weight batcger and suitable capacity calibrated water tank",{"$f":"F15","v":692.7},"1 Hour",{"$f":"ROUND((B66*C66*F66),2)","v":24937.200000000001}]
[null,1,9,"hr / cum","PlateVibrating Charges",62.7,"1 Hour",564.29999999999995]
[null,1,9,"hr / cum","Needle Vibrator 60mm (Petrole)",{"$f":"F16","v":274.8},"1 Hour",2473.1999999999998]
[null,1,5,"hr / cum","Water tanker 6KL  capacity",{"$f":"F17","v":806},"1 Hour",4030]
[null,null,4,null,"Concrete joint cutting machine for initial & final cuts BMC-X.02",102,"hour",{"$f":"ROUND(C70*F70,2)","v":408}]
[null,1,2,"hr / cum","Air Compressor ( 1 hour initial + 1 hour final )",590.79999999999995,"1 Hour"]
[]
[{"$nulls":4},"(c) Material"]
[null,1,44.55,"Cum","20 mm aggregate",{"$f":"'Lead statement'!O16","v":2126.1999999999998},"1 Cum",{"$f":"ROUND((B74*C74*F74),2)","v":94722.21}]
[null,1,22.95,"Cum","12 mm aggregate",{"$f":"'Lead statement'!O17","v":1809.95},"1 Cum",41538.35]
[null,1,33.75,"Cum","Coarse Sand for Concrete",{"$f":"'Lead statement'!O24","v":898.1},"1 Cum",30310.880000000001]
[null,1,{"$f":"75*(324/1000)","v":24.3},"Tonne","Cement @324 kgs/Cum",{"$f":"'Lead statement'!O26","v":4220},"1 Tonne",102546]
[null,1,412.5,"Sqm","Cost of Polythene sheet 125 m micron",{"$f":"'Basic data-1'!E127","v":15.25},"Sqm",6290.63]
[null,null,0,"M.T.","Mild steel dowel bar 25 mm dia of grade S 240. 500 mm long 20 Nos. at culvert/bridge slab and at construction joint including 5 per cent wastage. - 4x16x0.5x2.346 = 75.07 Kgs",null,0]
[null,null,5,"Kg","Bitumen primer @ 200 ml per joint for 50 joints",78,"1 kg",{"$f":"ROUND(C80*F80,2)","v":390}]
[null,null,19,"Lit.","Bituminous sealant 800 ml per joint for 50 joints",53.95,"1 ltr",1025.05]
[null,null,0,"RM","Debonding strips 3.00 m (length) x 10 mm (width) x 5 mm (thick) cut-out of rubber filler board or similar material including 5 per cent wastage - 50 * 3 * 1.05 = 157.50 RM",8.5500000000000007,0]
[null,1,9.7200000000000006,"Lits","Super Plasticizer @ 0.5% by weight of Cement",200,"1 Lit",{"$f":"ROUND((B83*C83*F83),2)","v":1944}]
[null,1,3,"Sqm","Joint filler board of 25.40 mm thick",735,"1Sqm",2205]
[null,null,18,"KL","Water for curing",83,"1 Kl",{"$f":"C85*F85","v":1494}]
[]
[{"$nulls":4},"(d) Formwork @ 3% on (a+b+c)",{"$f":"SUM(H57:H85)","v":417046.82},null,{"$f":"ROUND(F87*3/100,2)","v":12511.4}]
[{"$nulls":4},"Rate per 75 cum = a+b+c+d+e+f",null,null,{"$f":"F87+H87","v":429558.22000000003}]
[{"$nulls":4},"Rate per cum = (a+b+c+d+e+f)/75",null,null,{"$f":"ROUND(H88/75,2)","v":5727.44}]
[{"$nulls":4},"Sundries"]
[null,null," ",null,"Rate per cum = (a+b+c+d+e+f)/75",null,null,{"$f":"SUM(H89:H90)","v":5727.44}]
[{"$nulls":4},"Add 13.615% for Over head charges & Contractors profit ",null,0,{"$f":"H91*G92","v":0}]
[{"$nulls":4},"Rate per 1 Cum",null,null,{"$f":"SUM(H91:H92)","v":5727.44}]
[]
[]
[]
[]
[]
[6,null,6,"RBR-FNDN-1-1-1(A)","Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH"]
[null,1,1,"Cum","Taking output = 10 cum"]
[{"$nulls":4},"a)  Labour"]
[null,10,"10 Cum",null,"Mate"]
[{"$nulls":4},"Mazdoor (Unskilled)",3.64,560,{"$f":"ROUND(F103*G103,2)","v":2038.4}]
[null,null,0.2,null,"Add 20% MA ON Labour Charges",null,null,{"$f":"H103*C104","v":407.68000000000006}]
[{"$nulls":4},"Cost for 10 cum = a+b+c",null,null,{"$f":"SUM(H103:H104)","v":2446.08}]
[{"$nulls":4},"Rate per 1 Cum",null,null,{"$f":"H105/10","v":244.608}]
[7,null,null,null,"Laying of M15 nominal mix using 40mm, 20 mm HBG Metal and  10mm HBG Metal including Cost and Conveyance of all materials, Centering and Labour Charges and Curing for  as Per the Section Covered in guidelines"]
[{"$nulls":4},"Culvert Walls","Unit = cum"]
[{"$nulls":4},"(a) Material"]
[null,null,0.27500000000000002,"t","Cement",{"$f":"'Lead statement'!O26","v":4220},"1 Tonne",{"$f":"ROUND((C110*F110)/LEFT(G110,2),2)","v":1160.5}]
[null,null,0.48,"cum","Coarse sand",{"$f":"'Lead statement'!O24","v":898.1},"1 Cum",431.09]
[null,null,0.48,"cum","40 mm aggregate",{"$f":"'Lead statement'!O15","v":1503.7},"1 Cum",721.78]
[null,null,0.24,"cum","20 mm aggregate",{"$f":"'Lead statement'!O16","v":2126.1999999999998},"1 Cum",510.29]
[null,null,0.08,"cum","10 mm aggregate",{"$f":"'Lead statement'!O18","v":1612.45},"1 Cum",129]
[null,null,1.2,"kl","Water(including curing)",{"$f":"F85","v":83},"1 Kl",99.6]
[{"$nulls":4},"(b) Labour "]
[null,null,"-","day","Mate"]
[null,null,0.1,"day","Mason (1st Class)",550,"1 No",{"$f":"ROUND((C118*F118)/LEFT(G118,2),2)","v":55}]
[null,null,"-","day","Mason 2nd Class"]
[null,null,1.39,"day","Mazdoor (Unskilled)",460,"1 No",{"$f":"ROUND((C120*F120)/LEFT(G120,2),2)","v":639.4}]
[null,null,{"$f":"#REF!","v":{"$error":"#REF!"}},null,{"$f":"CONCATENATE(\"Add \",#REF!,\"% MA on Labour charges\")","v":{"$error":"#REF!"}},{"$f":"SUM(H118:H120)","v":694.4},"1 Cum",{"$f":"ROUND(C121*F121,2)","v":{"$error":"#REF!"}}]
[]
[{"$nulls":4},"(c) Machinery"]
[null,null,0.4,"hour","Concrete mixer 0.4/0.28 cum capacity",{"$f":"F66","v":692.7},"1 Hour",{"$f":"ROUND((C124*F124)/LEFT(G124,2),2)","v":277.08}]
[null,null,0.13,"hour","Water tanker 6 kl capacity",{"$f":"F69","v":806},"1 Hour",104.78]
[null,null,0.4,"hour","Needle vibrator 60 mm ( petrol )",{"$f":"F68","v":274.8},"1 Hour",109.92]
[{"$nulls":4},"(d) Formwork @ 10% on cost of material, labour and machinery (a+b+c)",{"$f":"#REF!","v":{"$error":"#REF!"}},0.1,{"$f":"SUM(H110:H126)*G127","v":{"$error":"#REF!"}}]
[{"$nulls":4},"Rate per cum = a+b+c",null,null,{"$f":"SUM(H110:H127)","v":{"$error":"#REF!"}}]
[{"$nulls":4},"Sundries",null,null,{"$f":"CEILING(H128,0.1)-H128","v":{"$error":"#REF!"}}]
[{"$nulls":4},"Rate per cum = a+b+c",null,null,{"$f":"SUM(H128:H129)","v":{"$error":"#REF!"}}]
[{"$nulls":4},"Add 13.615% for Over head charges & Contractors profit ",null,0.13614999999999999,{"$f":"G131*H106","v":33.303379200000002}]
[{"$nulls":4},"Rate per 1 Cum",null,null,{"$f":"H131+H106","v":277.9113792}]
[8,null,7,"RBR-FNDN-2(i)"," Filling with Hard Morrum/ Selected Earth  from approved source  including cost and conveyabce of all materials and all labour charges etc., complete for  approaches and side berms."]
[null,1,6,"Cum","Cost of Hard Morrum",{"$f":"'Lead statement'!O21","v":453.7},"1Cum",{"$f":"ROUND(C134*F134,2)","v":2722.2}]
[{"$nulls":4},"Labour "]
[null,1,3.12,"day","Mazdoor (Unskilled)",490,"1day",{"$f":"ROUND(C136*F136,2)","v":1528.8}]
[null,null,0.72,"KL","Water",83,"1 KL",59.76]
[{"$nulls":4},"Add 20% MA on Labour charges",null,null,{"$f":"ROUND(H136*0.2,2)","v":305.76}]
[{"$nulls":4},"Cost for 6 cum",null,null,{"$f":"SUM(H134:H138)","v":4616.5200000000004}]
[{"$nulls":4},"Ret for 1 cum",null,null,{"$f":"ROUND(H139/6,2)","v":769.42}]
[{"$nulls":4},"Add Sundries",null,null,0]
[{"$nulls":4},"Rate per 1.00 Cum",null,null,{"$f":"SUM(H140:H141)","v":769.42}]
[{"$nulls":4},"Add 13.615% for Over head charges & Contractors profit ",null,0,{"$f":"H142*G143","v":0}]
[{"$nulls":4},"Rate per 1 Cum",null,null,{"$f":"H142+H143","v":769.42}]
[]
[9,null,8,null,"Plain Cement concrete (1:5:10) using 40 mm HBG Metal from approved quarry including cost and conveyance of allmaterials like Cement, Sand, coarse aggregate, water etc., to site (Hand Mixing), complete for finished item of work for Foundations and flooring bed (APSS No.402)(CSSR)"]
[{"$nulls":4},"Unit = 1cum"]
[{"$nulls":4},"A. MATERIALS:"]
[null,null,129.6,"kg","Cement",4700,{"$f":"F9","v":4220},{"$f":"F149*C149/1000","v":609.12}]
[null,null,0.9,"cum","Coarse aggregate 40 mm ",{"$f":"'Lead statement'!O15","v":1503.7},null,{"$f":"F150*C150","v":1353.3300000000002}]
[null,null,0.45,"cum","Fine aggregate (Sand)",{"$f":"'Lead statement'!O24","v":898.1},null,{"$f":"F151*C151","v":404.14500000000004}]
[null,null,1.2,"kl","Water (including for Curing)",{"$f":"F137","v":83},null,99.6]
[{"$nulls":4},"B. MACHINERY"]
[null,null,1,"hour","Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity(P.130&S.No :16)",{"$f":"F15","v":692.7},null,{"$f":"F154*C154","v":692.7}]
[{"$nulls":4},"C. LABOUR:"]
[null,null,0.1,"day","Mason 1st class",{"$f":"F19","v":670},null,{"$f":"F156*C156","v":67}]
[null,null,1.39,"day","Mazdoor (unskilled)",{"$f":"F136","v":490},null,{"$f":"F157*C157","v":681.09999999999991}]
[null,null,0.2,null,"Add.20% on labour for MAA.",{"$f":"H157+H156","v":748.09999999999991},null,{"$f":"F158*C158","v":149.61999999999998}]
[{"$nulls":4},"Total of A+ B+C",null,null,{"$f":"SUM(H149:H158)","v":4056.6150000000002}]
[{"$nulls":4},"Add 13.615% for Over head charges & Contractors profit ",null,0.13614999999999999,{"$f":"H159*G160","v":552.30813224999997}]
[{"$nulls":4},"Rate per 1 Cum",null,null,{"$f":"SUM(H159:H160)","v":4608.92313225}]
[10,null,9,null,"Plastering with CM 2 coats, 12 mm thick, base coat in CM (1:5), 8 mm thick and top coat in CM (1:3), 4mm thick with Dubara sponze finishing.Internal walls for ground Floor"]
[{"$nulls":4},"Unit = 10 sqm"]
[{"$nulls":4},"A. MATERIALS:"]
[{"$nulls":4},"Base Coat in CM(1:5), 8 mm thick"]
[null,null,31.7,"kg","Cement",{"$f":"F149","v":4700},{"$f":"D166","v":"kg"},{"$f":"F166*C166/1000","v":148.99}]
[null,null,0.11,"cum","Fine aggregate (Sand)",{"$f":"'Lead statement'!O23","v":993.1},{"$f":"D167","v":"cum"},{"$f":"F167*C167","v":109.241}]
[{"$nulls":4},"Top Coat in CM(1:3), 4 mm thick"]
[null,null,19.2,"kg","Cement",{"$f":"F166","v":4700},"kg",{"$f":"C169*F169/1000","v":90.24}]
[null,null,0.04,"cum","Fine aggregate (Sand)",{"$f":"'Lead statement'!O23","v":993.1},"cum",{"$f":"F170*C170","v":39.724000000000004}]
[]
[{"$nulls":4},"B. LABOUR:"]
[null,null,0.63,"day","Mason 1st class",{"$f":"F156","v":670},"day",{"$f":"F173*C173","v":422.1}]
[null,null,1.47,"day","Mason 2nd class",{"$f":"500","v":500},"day",{"$f":"F174*C174","v":735}]
[null,null,3.9,"day","Mazdoor (unskilled)",{"$f":"F157","v":490},"day",1911]
[null,null,0.2,null,"Add.20% on labour for MAA.",{"$f":"H175+H174+H173","v":3068.1},null,{"$f":"F176*C176","v":613.62}]
[{"$nulls":7},{"$f":"SUM(H166:H176)","v":4069.915}]
[{"$nulls":4},"Add 13.615% for Over head charges & Contractors profit ",null,0.13614999999999999,{"$f":"H177*G178","v":554.11892724999996}]
[{"$nulls":4},"Rate per 10 Sqm",null,null,{"$f":"SUM(H177:H178)","v":4624.0339272499996}]
[8,null,3.9,"day","Supply and collection of Selected Earth including stacking to Departmental gauge for pre measurements for Subgrade (CSSR)"]
[null,null,1,"Cum","Selected Earth",{"$f":"'Lead statement'!O22","v":447.7},"1 Cum",{"$f":"ROUND(C181*F181,2)","v":447.7}]
[{"$nulls":4},"Rate  per cum  = ",null,null,{"$f":"H181","v":447.7}]
[9,null,null,null,"Engaging Un Skilled Labour for spreading the collected (Selected Earth) material and sectioning  for  Subgrade (RSSR)"]
[null,null,1,"Cum","Rate as per Rural SSR",23.53,"1 Cum",{"$f":"ROUND(C184*F184,2)","v":23.53}]
[null,null,0.4,null,"Add 20% MA On Labour Charges",{"$f":"H184","v":23.53},null,{"$f":"ROUND(SUM(H184)*C185,2)","v":9.41}]
[{"$nulls":4},"Rate  per cum  = ",null,null,{"$f":"SUM(H184:H185)","v":32.94}]
[11,null,null,null,"PISD25-Compaction of collected Selected Earth using 8-10T Power Road Roller with required watering for Subgrade (CSSR)"]
[{"$nulls":4},"Unit = cum","(Machinary part of MORD DATA)"]
[{"$nulls":4},"Taking output = 300 cum "]
[{"$nulls":4},"a) Machinery"]
[null,null,6,"hour","Motor Grader 110 HP @ 50 cum per hour",3216,"1 Hour"]
[null,null,12,"hour","Tractor with  Grader  @ 25 cum per hour",425,"1 Hour",{"$f":"ROUND(C192*F192,2)","v":5100}]
[null,null,30,"hour","Three  wheel 80-100 kN static roller @ 10 cum per hour",1122.0999999999999,"1 Hour",33663]
[null,null,12,"hour","Tractor with Rotavator 25 cum per hour",425,"1 Hour",5100]
[null,null,3,"hour","Water tanker 6 kl capacity",630,"1 Hour",1890]
[{"$nulls":4},"b) Material"]
[null,null,18,"kl","Water",77,"1 KL",{"$f":"ROUND(C197*F197,2)","v":1386}]
[{"$nulls":4},"Cost for 300cum  (3 Wheel Roller)",null,null,{"$f":"SUM(H192:H197)","v":47139}]
[{"$nulls":4},"Rate  per cum  = ",null,null,{"$f":"ROUND(H198/300,2)","v":157.13}]
[]
[]
[]
[9,null,null,null,"Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded."]
[{"$nulls":4},"Unit = tonne"]
[{"$nulls":4},"(a) Material"]
[null,null,1.05,"Tonne","HYSD bars including 5 per cent for overlaps and wastage",38500,null,{"$f":"ROUND(F206*C206,2)","v":40425}]
[null,null,6,"Kg","Binding wire",56,null,336]
[{"$nulls":4},"(b) Labour for cutting, bending, shifting to site, tying and placing in position"]
[null,null,10,"Day","Bar bender",665,null,{"$f":"ROUND(F209*C209,2)","v":6650}]
[null,null,10,"Day","Mazdoor (Unskilled)",460,null,4600]
[null,null,{"$f":"#REF!","v":{"$error":"#REF!"}},null,{"$f":"CONCATENATE(\"Add \",#REF!,\"% MA on Labour charges\")","v":{"$error":"#REF!"}},{"$f":"SUM(H208:H210)","v":11250},"1 Cum",{"$f":"ROUND(C211*F211,2)","v":{"$error":"#REF!"}}]
[{"$nulls":4},"Rate per 1 M.T.",null,null,{"$f":"SUM(H206:H211)","v":{"$error":"#REF!"}}]
[{"$nulls":4},{"$f":"#REF!","v":{"$error":"#REF!"}},null,null,{"$f":"ROUND(H212*#REF!,2)","v":{"$error":"#REF!"}}]
[{"$nulls":4},"Sundries",null,null,{"$f":"CEILING(H213,0.1)-H213","v":{"$error":"#REF!"}}]
[{"$nulls":4},"Rate per 1 M.T.",null,null,{"$f":"SUM(H212:H214)","v":{"$error":"#REF!"}}]
[10,null,null,null,"Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH for Deck Slab "]
[null,null,0.33,null,"Cement",{"$f":"'Lead statement'!O26","v":4220},"1 Mt",{"$f":"ROUND(F217*C217,2)","v":1392.6}]
[null,null,0.45,null,"Coarse Sand",{"$f":"'Lead statement'!O24","v":898.1},"1 cum",404.15]
[null,null,0.54,null,"20 mm HBG Metal",{"$f":"'Lead statement'!O16","v":2126.1999999999998},"1 cum",1148.1500000000001]
[null,null,0.36,null,"10 mm HBG Metal",{"$f":"'Lead statement'!O18","v":1612.45},"1 cum",580.48]
[null,null,1.2,null,"water",83,"1 Kl",99.6]
[null,null,"-",null,"(b) Labour "]
[null,null,"-",null,"Mate"]
[null,null,0.1,null,"Mason (1st Class)",550,"day",{"$f":"ROUND(F224*C224,2)","v":55}]
[null,null,1.39,null,"Mazdoor (Unskilled)",460,"day",639.4]
[{"$nulls":4},"Add MA @40%",{"$f":"H224+H225","v":694.4},null,{"$f":"ROUND(F226*0.4,2)","v":277.76}]
[{"$nulls":4},"(c) Machinery"]
[null,null,0.4,null,"Mechanical concrete mixer 0.4/0.28 cum capacity fitted with water measuring device and preferably also with load cell.",566.1,"hour",{"$f":"ROUND(F228*C228,2)","v":226.44}]
[null,null,0.13,"hour","Water tanker 6 kl capacity",{"$f":"F125","v":806},"1 Hour",{"$f":"ROUND((C229*F229)/LEFT(G229,2),2)","v":104.78}]
[null,null,0.4,"hour","Needle vibrator 60 mm ( petrol )",274.8,"1 Hour",109.92]
[{"$nulls":7},{"$f":"SUM(H217:H230)","v":5038.28}]
[{"$nulls":4},"(d) Formwork @ 20% on cost of material, labour and machinery (a+b+c)",null,null,{"$f":"ROUND(H231*0.2,2)","v":1007.66}]
[{"$nulls":7},{"$f":"SUM(H231:H232)","v":6045.94}]
[{"$nulls":7},0.01]
[{"$nulls":4},"Rate per cum = a+b+c+d+e+f",null,null,{"$f":"SUM(H233:H234)","v":6045.95}]
[]
[11,null,null,null,"Laying of M15 nominal mix using 66% of 20 mm HBG Metal and 33% of 12mm HBG Metal including Cost and Conveyance of all materials, Centering and Labour Charges and Curing for Side Drains as Per the Section Covered in guidelines"]
[{"$nulls":4},"Drainwalls on roadside and houseside","Unit = cum"]
[{"$nulls":4},"(a) Material"]
[null,null,0.27500000000000002,"t","Cement",{"$f":"'Lead statement'!O26","v":4220},"1 Tonne",{"$f":"ROUND((C240*F240)/LEFT(G240,2),2)","v":1160.5}]
[null,null,0.48,"cum","Coarse sand",{"$f":"'Lead statement'!O24","v":898.1},"1 Cum",431.09]
[null,null,{"$f":"0.9*0.66","v":0.59400000000000008},"cum","20 mm aggregate",{"$f":"'Lead statement'!O16","v":2126.1999999999998},"1 Cum",1262.96]
[null,null,{"$f":"0.9*0.34","v":0.30600000000000005},"cum","12 mm aggregate",{"$f":"'Lead statement'!O17","v":1809.95},"1 Cum",553.84]
[null,null,1.2,"kl","Water(including curing)",83,"1 Kl",99.6]
[{"$nulls":4},"(b) Labour "]
[null,null,"-","day","Mate"]
[null,null,0.1,"day","Mason (1st Class)",550,"1 No",{"$f":"ROUND((C247*F247)/LEFT(G247,2),2)","v":55}]
[null,null,"-","day","Mason 2nd Class"]
[null,null,1.39,"day","Mazdoor (Unskilled)",460,"1 No",{"$f":"ROUND((C249*F249)/LEFT(G249,2),2)","v":639.4}]
[null,null,{"$f":"#REF!","v":{"$error":"#REF!"}},null,{"$f":"CONCATENATE(\"Add \",#REF!,\"% MA on Labour charges\")","v":{"$error":"#REF!"}},{"$f":"SUM(H247:H249)","v":694.4},"1 Cum",{"$f":"ROUND(C250*F250,2)","v":{"$error":"#REF!"}}]
[]
[{"$nulls":4},"(c) Machinery"]
[null,null,0.4,"hour","Concrete mixer 0.4/0.28 cum capacity",{"$f":"F228","v":566.1},"1 Hour",{"$f":"ROUND((C253*F253)/LEFT(G253,2),2)","v":226.44}]
[null,null,0.13,"hour","Water tanker 6 kl capacity",806,"1 Hour",104.78]
[]
[null,null,0.4,"hour","Needle vibrator 60 mm ( petrol )",{"$f":"F230","v":274.8},"1 Hour",{"$f":"ROUND((C256*F256)/LEFT(G256,2),2)","v":109.92}]
[]
[{"$nulls":4},"Form Work :"]
[null,null,1,"Cum","Material Hire charges",328,"1 cum",{"$f":"ROUND((C259*F259)/LEFT(G259,2),2)","v":328}]
[null,null,1,"Cum","Labour charges",1004,"1 cum",1004]
[null,null,{"$f":"#REF!","v":{"$error":"#REF!"}},null,{"$f":"CONCATENATE(\"Add \",#REF!,\"% MA on Labour charges\")","v":{"$error":"#REF!"}},{"$f":"H260","v":1004},{"$f":"G250","v":"1 Cum"},{"$error":"#REF!"}]
[]
[{"$nulls":4},"Rate per cum = a+b+c",null,null,{"$f":"SUM(H240:H262)","v":{"$error":"#REF!"}}]
[{"$nulls":4},"Sundries",null,null,{"$f":"CEILING(H263,0.1)-H263","v":{"$error":"#REF!"}}]
[{"$nulls":4},"Rate per cum = a+b+c",null,null,{"$f":"SUM(H263:H264)","v":{"$error":"#REF!"}}]
[]
[null,null,null,"Providing and Laying of Interlocking Concrete Block Pavements using CC M40 having thickness 80 mm as per drawing and Technical Specification Clause 1504 MORD"]
[{"$nulls":4},"Unit = sqm"]
[{"$nulls":4},"Taking output = 225 sqm"]
[{"$nulls":4},"a)  Labour"]
[null,null,225,"sqm","Labour charges for laying & fixing of precast concrete blocks for paving of all grades, any thickness, all sizes & shapes including all labour charges for loading & unloading, laying to desired lines and levels complete excluding cost of cement, sand, water, electricity etc (BMT-D.17)",200,"sqm",{"$f":"F271*C271","v":45000}]
[null,null,0.2,null,"Add20% MA",0.2,{"$f":"H271","v":45000},{"$f":"G272*F272","v":9000}]
[{"$nulls":4},"b) Machinery"]
[null,null,2,"hour","Water tanker  6 kl capacity (HIR-00076)",806,"hour",{"$f":"F274*C274","v":1612}]
[{"$nulls":4},"c) Material",null,null,{"$f":"F275*C275","v":0}]
[null,null,225,"sqm","(i) Providing inter-locking blocks of approved shape, M40 80mm thickness (BMT-D.14)",{"$f":"'Lead statement'!O32","v":563.91},"sqm",{"$f":"F276*C276","v":126879.75}]
[null,null,120,"m","(ii) Edge blocks 60 mx2",0,"m",0]
[null,null,5.42,"cum","(iii) Sand as per Table 1500.5",{"$f":"'Lead statement'!O25","v":753.1},"cum",4081.8020000000001,null,{"$f":"C278/225","v":2.4088888888888889E-2}]
[null,null,3,"kl","(iv) Water ",99,"kl",297]
[{"$nulls":4},"d&e) Overheads & Contractors Profit",null,{"$f":"H279+H278+H277+H276+H275+H274+H272+H271","v":186870.552}]
[{"$nulls":4},"Cost for 225 sqm = a+b+c+d+e",null,null,{"$f":"SUM(H271:H280)","v":186870.552}]
[{"$nulls":4},"Rate per sqm = (a+b+c+d+e)/225",null,null,{"$f":"H281/C271","v":830.5357866666667}]
[]
[]
[7,null,null,"MAT-00046 ","Cost and supply Laying of hume pipe with collar 300 mm dia at requied level",598,"Rm",598]
[]
[]
[]
[{"$nulls":6}," Assistant Executive Engineer,  "]
[{"$nulls":6},"MPP (PRI) ::Duggirala."]
{"$rows_empty":8}
[{"$nulls":4},"Cement Mortar (1 : 4)"]
[{"$nulls":4},"Unit : 1cum"]
[{"$nulls":4},"A. MATERIALS:"]
[null,null,360,"kg.","Cement",4700,"kg.",{"$f":"C302*F302/1000","v":1692}]
[null,null,1.05,"cum","Sand (including 5% wastage)",{"$f":"'Lead statement'!O23","v":993.1},"cum",{"$f":"F303*C303","v":1042.7550000000001}]
[{"$nulls":4},"B. MACHINERY"]
[null,null,"-","-","- Nil -",null,"-"]
[{"$nulls":4},"C. LABOUR:"]
[null,null,0.2,"day","Man mazdoor for mixing mortar",{"$f":"F318","v":490},"day",{"$f":"F307*C307","v":98}]
[null,null,{"$f":"E221","v":"water"},null,"Add.20% on labour for MAA.",{"$f":"H307","v":98},0.2,{"$f":"G308*F308","v":19.600000000000001}]
[{"$nulls":4},"Total of A+ B+C",null,null,{"$f":"SUM(H302:H308)","v":2852.355}]
["BLD-CSTN-6-15"]
[{"$nulls":4},"20 mm thick plain cement mortar bands in cement mortar 1 : 4 (1cement : 4 sand) upto 300 mm in width"]
[{"$nulls":4},"(a) Flush Band :-"]
[{"$nulls":4},"Details of cost for 10 metres long and 10 cm wide band"]
[{"$nulls":4},"Materials :-"]
[null,null,2.3E-2,"cum","Cement mortar 1 :4",{"$f":"H309","v":2852.355},"cum",{"$f":"F315*C315","v":65.604164999999995}]
[{"$nulls":4},"Labour :—",null,null,{"$f":"F316*C316","v":0}]
[null,null,0.3,"day","Mason llnd class",525,"day",157.5]
[null,null,0.35,"day","Mazdoor (unskilled)",490,"day",171.5]
[{"$nulls":4},"Add for water charges @ 1 %",{"$f":"H318+H317+H315","v":394.60416499999997},0.01,{"$f":"F319*G319","v":3.9460416499999997}]
[{"$nulls":4},"Cost for 10 metres long and 10 cm wide band",null,null,{"$f":"SUM(H315:H319)","v":398.55020664999995}]
[{"$nulls":4},"Cost per cm width x metre long",15,{"$f":"H320/10/10","v":3.9855020664999996},{"$f":"G321*F321","v":59.782530997499997}]
[{"$nulls":4},"b) Sunk band :-"]
[{"$nulls":4},"Details of cost for 10 metres long and 10 cm wide band"]
[{"$nulls":4},"Materials :-"]
[null,null,2.3E-2,"cum","Cement mortar 1 :4",{"$f":"F315","v":2852.355},"cum",65.604164999999995]
[{"$nulls":4},"Labour :—",null,null,0]
[null,null,0.3,"day","Mason llnd class",{"$f":"F317","v":525},"day",157.5]
[null,null,0.35,"day","Mazdoor (unskilled)",{"$f":"F318","v":490},"day",171.5]
[{"$nulls":4},"Add for water charges @ 1 %",{"$f":"H328+H327+H325","v":394.60416499999997},0.01,{"$f":"F329*G329","v":3.9460416499999997}]
[{"$nulls":4},"Cost for 10 metres long and 10 cm wide band",null,null,{"$f":"SUM(H325:H329)","v":398.55020664999995}]
[{"$nulls":4},"Cost per cm width x metre long",15,{"$f":"H330/10/10","v":3.9855020664999996},{"$f":"G331*F331","v":59.782530997499997}]
[{"$nulls":4},"C) Raised Band :-"]
[{"$nulls":4},"Materials :-"]
[null,null,2.3E-2,"cum","Cement mortar 1 :4",{"$f":"F325","v":2852.355},"cum",65.604164999999995]
[{"$nulls":4},"Labour :—",null,null,0]
[null,null,0.38,"day","Mason llnd class",{"$f":"F327","v":525},"day",199.5]
[null,null,0.43,"day","Mazdoor (unskilled)",{"$f":"F328","v":490},"day",210.7]
[{"$nulls":4},"Add for water charges @ 1 %",{"$f":"H337+H336+H334","v":475.80416500000001},0.01,{"$f":"F338*G338","v":4.75804165}]
[{"$nulls":4},"Cost for 10 metres long and 10 cm wide band",null,null,{"$f":"SUM(H334:H338)","v":480.56220664999995}]
[{"$nulls":4},"Cost per cm width x metre long",15,{"$f":"H339/10/10","v":4.8056220664999998},{"$f":"G340*F340","v":72.08433099749999}]
[]
[]
[]
[]
[]
[]
[{"$nulls":6}," Assistant Executive Engineer,  "]
[{"$nulls":6},"MPP (PRI) :: Duggirala."]
[]
[]
[]
["BLD-CSTN-6-15",67,"20 mm thick plain cement mortar bands in cement mortar 1 : 4 (1cement : 4 sand) upto 300 mm in width"]
[null,null,"(a) Flush Band :-"]
[null,null,"Details of cost for 10 metres long and 10 cm wide band"]
[null,null,"Materials :-"]
[null,null,"Cement mortar 1 :4","cum",2.3E-2]
[null,null,"Labour :—"]
[null,null,"Mason llnd class","day",0.3]
[null,null,"Mazdoor (unskilled)","day",0.35]
[null,null,"Add for water charges @ 1 %"]
[null,null,"Cost for 10 metres long and 10 cm wide band"]
[null,null,"Cost per cm width x metre long"]
[null,null,"b) Sunk band :-"]
[null,null,"Details of cost for 10 metres long and 10 cm wide band"]
[null,null,"Materials :-"]
[null,null,"Cement mortar 1 :4","cum",2.3E-2]
[null,null,"Labour :—"]
[null,null,"Mason llnd class","day",0.3]
[null,null,"Mazdoor (unskilled)","day",0.35]
[null,null,"Add for water charges @ 1 %"]
[null,null,"Cost for 10 metres long and 10 cm wide band"]
[null,null,"Cost per cm width x metre long"]
[null,null,"C) Raised Band :-"]
[null,null,"Materials :-"]
[null,null,"Cement mortar 1 :4","cum",2.3E-2]
[null,null,"Labour :—"]
[null,null,"Mason llnd class","day",0.38]
[null,null,"Mazdoor (unskilled)","day",0.43]
[null,null,"Add for water charges @ 1 %"]
[null,null,"Cost for 10 metres long and 10 cm wide band"]
[null,null,"Cost per cm width x metre long"]
{"$rows_empty":13}
[null,13,"Providing and Laying of Interlocking Concrete Block Pavements using CC M40 having thickness 80 mm as per drawing and Technical Specification Clause 1504 MORD"]
[null,null,"Unit = sqm"]
[null,null,"Taking output = 225 sqm"]
[null,null,"a)  Labour"]
[null,null,"Labour charges for laying & fixing of precast concrete blocks for paving of all grades, any thickness, all sizes & shapes including all labour charges for loading & unloading, laying to desired lines and levels complete excluding cost of cement, sand, water, electricity etc","sqm",225,178,{"$f":"F399*E399","v":40050},null,null,null,{"$f":"178/10.764","v":16.536603493125234}]
[null,null,"Add20% MA",null,0.2,{"$f":"G399","v":40050},{"$f":"E400*F400","v":8010}]
[null,null,"b) Machinery",null,null,null,{"$f":"E401*F401","v":0}]
[null,null,"Water tanker  6 kl capacity","hour",2,655.20000000000005,1310.4000000000001]
[null,null,"c) Material",null,null,null,0]
[null,null,"(i) Providing inter-locking blocks of approved shape, M35 60mm thickness.","sqm",225,{"$f":"'[393]LEAD STATEMENT'!#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"}]
[null,null,"(ii) Edge blocks 60 mx2","m",120,0,0]
[null,null,"(iii) Sand as per Table 1500.5","cum",5.42,{"$f":"'[393]LEAD STATEMENT'!#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"},null,null,null,{"$f":"3.13*3.13*0.1","v":0.97968999999999995},null,{"$f":"15*15*0.025","v":5.625}]
[null,null,"(iv) Water ","kl",3,80,240]
[null,null,"d&e) Overheads & Contractors Profit",{"$nulls":10},"Dy Executive Engineer"]
[null,null,"Cost for 225 sqm = a+b+c+d+e",null,null,null,{"$f":"SUM(G399:G408)","v":{"$error":"#REF!"}},{"$nulls":6},"PRI Sub Division,Mangalagiri"]
[null,null,"Rate per sqm = (a+b+c+d+e)/225",null,null,null,{"$f":"G409/225","v":{"$error":"#REF!"}},{"$nulls":6},"Assistant  Executive Engineer"]

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["S U P P L E M E N T A L       D A T A S -  2017 - 18"]
[{"$f":"'Lead statement'!C3","v":"Name of the Work ::"},null,null,null,{"$f":"'Lead statement'!D3","v":"Providing Interlocking pavers road from Lanke seshagiri rao (H) to kokkiligadda varma (H)  in Duggirala (V&M)."},{"$nulls":4},{"$f":"'Lead statement'!E2","v":0.2},{"$f":"J2*100","v":20}]
[{"$nulls":4},{"$f":"'Lead statement'!J4","v":"Estimate Cost  ::  Rs. "},{"$f":"'Lead statement'!K4","v":1.7},"Lakhs"]
["Sl.No.",null,"Quantity","Unit","Description","Rate \nRs.","Per","Amount Rs."]
[1,null,2,3,4,5,6,7]
[{"$nulls":4},"JUNGLE CLEARANCE"]
[1,null,null,null,"RW01-Engaging USL for light bush clearance(Net Area)- (RSSR)"]
[null,null,"Sqm",1,"Rate as per Rural SSR",2.5,"1 Sqm",{"$f":"ROUND((D8*F8)/LEFT(G8,2),2)","v":2.5}]
[{"$nulls":7},{"$f":"SUM(H8)","v":2.5}]
[]
[{"$f":"A7+1","v":2},null,null,null,"RW02-Engaging  USL for medium bush clearance(Net Area))- (RSSR)"]
[null,null,"Sqm",1,"Rate as per Rural SSR",3.15,"1 Sqm",{"$f":"ROUND((D12*F12)/LEFT(G12,2),2)","v":3.15}]
[{"$nulls":7},{"$f":"SUM(H12)","v":3.15}]
[]
[{"$f":"A11+1","v":3},null,null,null,"RW03-Engaging Unskilled Labour for Juliflora clearance(Net Area) - (RSSR)"]
[null,null,"Sqm",1,"Rate as per Rural SSR",6.25,"1 Sqm",{"$f":"ROUND((D16*F16)/LEFT(G16,2),2)","v":6.25}]
[{"$nulls":7},{"$f":"SUM(H16)","v":6.25}]
[]
[{"$f":"A15+1","v":4},null,null,null,"RW04-Engaging USL  for Removal of small stumps (30 cm to 100 cm girth) - (RSSR)"]
[null,null,"No",1,"Rate as per Rural SSR",50,"1 No",{"$f":"ROUND((D20*F20)/LEFT(G20,2),2)","v":50}]
[{"$nulls":7},{"$f":"SUM(H20)","v":50}]
[{"$f":"A19+1","v":5},null,null,null,"RW05-Engaging Unskilled Labour  for Removal of medium stumps (101 cm to 200 cm girth)- (RSSR)"]
[null,null,"No",1,"Rate as per Rural SSR",62.5,"1 No",{"$f":"ROUND((D23*F23)/LEFT(G23,2),2)","v":62.5}]
[{"$nulls":7},{"$f":"SUM(H23)","v":62.5}]
[]
[{"$f":"A22+1","v":6},null,null,null,"RW06-Engaging Unskilled Labour for Removal of large stumps (201 cm to 300 cm girth ) - (RSSR)"]
[null,null,"No",1,"Rate as per Rural SSR",81.25,"1 No",{"$f":"ROUND((D27*F27)/LEFT(G27,2),2)","v":81.25}]
[{"$nulls":7},{"$f":"SUM(H27)","v":81.25}]
[]
[{"$f":"A26+1","v":7},null,null,null,"RW07-Engaging Unskilled Labour for earth work excavation in ordinary soils AT SITE  with initial lead & initial lift and breaking clods and sectioning for formation of embankment - (RSSR)"]
[null,null,"Cum",1,"Rate as per Rural SSR",58.75,"1 cum",{"$f":"ROUND((D31*F31)/LEFT(G31,2),2)","v":58.75}]
[null,null,"Cum",1,"Labour charges for bracking clods and sectioning as per Rural SSR ",15,"1 cum",15]
[{"$nulls":6},"TOTAL",{"$f":"SUM(H31:H32)","v":73.75}]
[]
[{"$f":"A30+1","v":8},null,null,null,"RW08-Engaging Unskilled Labour for earth work excavation in hard soils AT SITE with initial lead & initial lift and breaking clods and sectioning for formation of embankment- (RSSR)"]
[null,null,"Cum",1,"Rate as per Rural SSR",85,"1 cum",{"$f":"ROUND((D36*F36)/LEFT(G36,2),2)","v":85}]
[null,null,"Cum",1,"Labour charges for bracking clods and sectioning as per Rural SSR ",17.5,"1 cum",17.5]
[{"$nulls":6},"TOTAL",{"$f":"SUM(H36:H37)","v":102.5}]
[]
[{"$f":"A35+1","v":9},null,null,null,"RW09-Engaging Unskilled Labour for earth work excavation in soils AT SITE with mixture of gravel and SDR(stoney earth) with initial lead & initial lift and breaking clods and sectioning for formation of embankment- (RSSR)"]
[null,null,"Cum",1,"Rate as per Rural SSR",90,"1 cum",{"$f":"ROUND((D41*F41)/LEFT(G41,2),2)","v":90}]
[null,null,"Cum",1,"Labour charges for bracking clods and sectioning as per Rural SSR ",20,"1 cum",20]
[{"$nulls":6},"TOTAL",{"$f":"SUM(H41:H42)","v":110}]
[1,null,null,null,"Earth work excavation and depositing on bank with initial lead and lift in all soils for key walls  etc., complete. (RSSR rate)"]
[null,null,1,"Cum","In BC soils, Red earthy soils",114.23,"Cum",{"$f":"ROUND(C45*F45,2)","v":114.23}]
[null,null,{"$f":"$J$2","v":0.2},null,{"$f":"CONCATENATE(\"Add \",$K$2,\"% MA on Labour charges\")","v":"Add 20% MA on Labour charges"},{"$f":"H45","v":114.23},null,22.85]
[{"$nulls":4},"Seignorage"]
[{"$nulls":7},{"$f":"SUM(H45:H47)","v":137.08000000000001},null,152.05000000000001]
[3,null,null,null,"USL for Refilling the trench with excated soils"]
[null,null,0.5,null,"50% rate of excavation",{"$f":"+H48","v":137.08000000000001},"Cum"]
[]
[2,null,null,null,"Providing plain cement concrete M10 mix using 40mm to 20 mm Graded  HBG crushed Metal with 220 Kgs of cement per 1cum of concrete,  including C/c of all materials, curing ,labour charges etc., complete as per drawings & tech. specifications  Clause 802, 803, 1202 & 1203 as per clause 800 & 1200 (1) of MORD and guidelines for shoe walls"]
[{"$nulls":4},"(M10 Grade PCC -  Nominal Mix) Unit - 1 Cum "]
[{"$nulls":4},"(a) Material ",{"$nulls":5},{"$f":"0.92*1441/6","v":220.95333333333335}]
[null,1,0.22,"M.T.","Cement ",{"$f":"'Lead statement'!O26","v":4220},"1 MT",{"$f":"ROUND(F55*C55,2)","v":928.4},{"$f":"C55*1000","v":220},null,null,{"$f":"H55+H56+H57+H58","v":2876.37}]
[null,1,0.45,"Cum","Coarse Sand for Concrete",{"$f":"'Lead statement'!O24","v":898.1},"1 cum",404.15,null,null,null,{"$f":"H71-L55","v":1266.4499999999998}]
[null,1,0.59399999999999997,"Cum","40mm aggregate ",{"$f":"+'Lead statement'!O15","v":1503.7},"1 cum",893.2,null,null,null,{"$f":"H57+H58","v":1543.8200000000002},{"$f":"L57/0.9","v":1715.3555555555556}]
[null,null,0.30599999999999999,"Cum","20 mm aggregate",{"$f":"+'Lead statement'!O16","v":2126.1999999999998},"1 Cum",650.62]
[null,1,1.2,"Kl","Water ",{"$f":"'Basic data-1'!E124","v":77},"Kl",92.4,null,null,null,{"$f":"H59+H61+H62+H63+H65+H66+H67+H69","v":1266.4499999999998}]
[{"$nulls":4},"(b)Machinary "]
[null,1,0.4,"Hour","Concrete Mixer 10/7 cft (0.40/0.28 cum) ",{"$f":"'Basic data-2'!E45","v":471.9},"1 No ",{"$f":"ROUND(F61*C61,2)","v":188.76}]
[null,null,0.4,"Hour","Vibrating charges (60 mm - Petrol)",{"$f":"'Basic data-2'!E50","v":191.2},"Hour",76.48]
[null,null,0.13,"Hour","Water Tanker 6 KL capacity",{"$f":"'Basic data-2'!E34","v":588.5},"Hour",76.510000000000005]
[{"$nulls":4},"(c) Labour "]
[null,1,0.1,"Day","Mason (1st class) ",{"$f":"'Basic data-1'!E5","v":465},"1 No ",{"$f":"ROUND(F65*C65,2)","v":46.5}]
[null,1,1.39,"Day","Mazdoor unskilled ",{"$f":"'Basic data-1'!E7","v":370},"1 No ",514.29999999999995,null,null,{"$f":"H59+H61+H62+H63+H65+H66+H67","v":1107.1099999999999},null,null,{"$f":"4.93*K66","v":5458.0522999999994}]
[null,null,{"$f":"$J$2","v":0.2},null,{"$f":"CONCATENATE(\"Add \",$K$2,\"% MA on Labour charges\")","v":"Add 20% MA on Labour charges"},{"$f":"SUM(H65:H66)","v":560.79999999999995},null,{"$f":"ROUND(C67*F67,2)","v":112.16}]
[{"$nulls":4},"shoe walls Below G.L. - Rate for cum = a + b + c",null,null,{"$f":"SUM(H55:H67)","v":3983.4799999999996},{"$f":"H68-H55-H56-H57-H58","v":1107.1099999999992},null,null,{"$f":"H71-H55-H56-H57-H58","v":1266.4499999999994}]
[null,null,1,"Cum","Form work 4%",{"$f":"+H68","v":3983.4799999999996},"Cum",{"$f":"ROUND(F69*0.04,2)","v":159.34}]
[{"$nulls":4},"Sundries",null,null,null,{"$f":"H71-H55-H56-H57-H58","v":1266.4499999999994}]
[{"$nulls":4},"shoe walls Above G.L. - Rate for cum = a + b + c",null,null,{"$f":"SUM(H68:H70)","v":4142.82},null,null,null,{"$f":"H59+H61+H63+H65+H66+H67+H69+H62","v":1266.4499999999998}]
[2,null,"RBR-EECD-7",null,"Removal of Unsuitable/Unserviceble soil including excavation, loading and disposal upto 1000 mts lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid seperately as per clause 303.5.2 as per Technical Specification clause 302.3.11 MORD/301 MORTH - Unit : 1.00 Cum"]
[{"$nulls":4},"Takng Out put : 360 Cum"]
[{"$nulls":4},"(a) Labour :"]
[null,1,2.08,"Days","Mazdoor ( Unskilled)",{"$f":"'Basic data-1'!E6","v":420},"Day",{"$f":"ROUND(C75*F75,2)","v":873.6}]
[{"$nulls":4},{"$f":"E46","v":"Add 20% MA on Labour charges"},null,null,{"$f":"+H75*J2","v":174.72000000000003}]
[{"$nulls":4},"(b) Machinary :"]
[null,1,3.6,"Hours","Excavator 0.90 Cum bucket Capacity @ 100 Cum/hour",{"$f":"'Basic data-2'!E28","v":2506.9},null,{"$f":"ROUND(C78*F78,2)","v":9024.84}]
[null,1,15,"Hours","Tipper 5.5 Cum Capacity, 4 Trips/hour",{"$f":"'Basic data-2'!E30","v":853.9},null,12808.5]
[{"$nulls":4},"Cost for 360 Cum",null,null,{"$f":"SUM(H75:H79)","v":22881.66}]
[{"$nulls":4},"Rate for Cum",null,null,{"$f":"ROUND(H80/360,2)","v":63.56}]
[]
[1,null,null,null,"Construction of Quarry rubbish Sub Grade including spreding in uniform layers with tractor  mounted grader on prepared surface and compacting  with Smooth whel roller  to achive the desired  density , Complete as per technical speficaction clause 401 of MORD"]
[{"$nulls":4},"Taking Output : 300 Cum"]
[{"$nulls":4},"(a) Labour :"]
[null,1,2.4,"Day","Mazdoor (Skilled)",{"$f":"'Basic data-1'!E6","v":420},"1Cum",{"$f":"ROUND(C86*F86,2)","v":1008}]
[null,1,8,"Day","Mazdoor (unSkilled)",{"$f":"'Basic data-1'!E6","v":420},"1Cum",3360]
[{"$nulls":4},"(b) Machniery :"]
[null,1,12,"Hour","Tarctor mount grader @ 25 Cum per hour",{"$f":"'Basic data-2'!E36","v":380.6},"Hour",{"$f":"ROUND(C89*F89,2)","v":4567.2}]
[null,1,30,"Hour","Three wheel 80-100KN Static Roller @10 Cum per hour",{"$f":"'Basic data-2'!E32","v":1137.9000000000001},"Hour",34137]
[null,1,5,"Hour","Water tanker 6 KL capacity",{"$f":"'Basic data-2'!E34","v":588.5},"Hour",2942.5]
[{"$nulls":4},"(c) Material :"]
[null,null,360,"Cum","Quarry rubbish",{"$f":"'Lead statement'!O22","v":447.7},"Cum",{"$f":"ROUND(C93*F93,2)","v":161172}]
[null,null,18,"Kl","Water  ",{"$f":"'Basic data-1'!E124","v":77},"Kl"]
[{"$nulls":4},"Basic rate of grnular sub bsase for 300Cum",null,null,{"$f":"SUM(H86:H94)","v":207186.7}]
[{"$nulls":4},"Rate for Cum",null,null,{"$f":"ROUND(H95/300,2)","v":690.62}]
[5,null,null,null,"Construction of Granular Sub Base using well graded material, spreding in uniform layers with tractor  mounted grader on prepared surface , mixing by mix in place  method with   rotovator at OMC and compacting  with Smooth whel roller  to achive the desired  density , Complete as per technical speficaction clause 401 of MORD"]
[{"$nulls":4},"Taking Output : 300 Cum"]
[{"$nulls":4},"(a) Labour :"]
[null,1,2.4,"Day","Mazdoor (Skilled)",{"$f":"'Basic data-1'!E6","v":420},"1Cum",{"$f":"ROUND(C100*F100,2)","v":1008}]
[null,1,8,"Day","Mazdoor (unSkilled)",{"$f":"'Basic data-1'!E6","v":420},"1Cum",3360]
[{"$nulls":4},{"$f":"E76","v":"Add 20% MA on Labour charges"},null,null,{"$f":"SUM(H100:H101)*J2","v":873.6}]
[{"$nulls":4},"(b) Machniery :"]
[null,1,12,"Hour","Tractor mount grader @ 25 Cum per hour",{"$f":"'Basic data-2'!E36","v":380.6},"Hour",{"$f":"ROUND(C104*F104,2)","v":4567.2}]
[null,1,30,"Hour","Three wheel 80-100KN Static Roller @10 Cum per hour",{"$f":"'Basic data-2'!E32","v":1137.9000000000001},"Hour",34137,null,null,null,{"$f":"360/300","v":1.2}]
[null,1,3,"Hour","Water tanker 6 KL capacity",{"$f":"'Basic data-2'!E34","v":588.5},"Hour",1765.5]
[null,1,12,"Hour","Tractor with rotovator @ 25 cum per hour",{"$f":"'Basic data-2'!E36","v":380.6},"Hour",4567.2]
[{"$nulls":4},"(c) Material :"]
[null,126,126,"Cum","9.5mm - 4.75mm HBG chips ( 35 %) ",{"$f":"'Lead statement'!O11","v":{"$error":"#REF!"}},"Cum",{"$f":"ROUND(C109*F109,2)","v":{"$error":"#REF!"}}]
[null,45,45,"Cum","4.75mm - 2.36mm HBG chips ( 12.5%)",{"$f":"'Lead statement'!O12","v":{"$error":"#REF!"}},"Cum",{"$error":"#REF!"}]
[null,189,189,"Cum","2.36mm & below HBG chips (52.50%) - Stone dust",{"$f":"'Lead statement'!O19","v":953.7},"Cum",180249.3,null,null,null,{"$f":"H109+H110+H111","v":{"$error":"#REF!"}}]
[null,null,18,"Kl","Water  ",{"$f":"'Basic data-1'!E124","v":77},"Kl",{"$f":"C112*F112","v":1386},{"$f":"ROUND(C112*F112,2)","v":1386},null,null,{"$f":"L111/300","v":{"$error":"#REF!"}},{"$f":"L112/1.2","v":{"$error":"#REF!"}},{"$f":"M112*1.2","v":{"$error":"#REF!"}}]
[{"$nulls":4},"Basic rate of grnular sub bsase for 300Cum",null,null,{"$f":"SUM(H100:H112)","v":{"$error":"#REF!"}},null,null,null,{"$f":"H114-L112","v":{"$error":"#REF!"}},null,168.1]
[{"$nulls":4},"Rate for Cum",null,null,{"$f":"ROUND(H113/300,2)","v":{"$error":"#REF!"}},null,null,null,{"$f":"SUM(L112:L113)","v":{"$error":"#REF!"}}]
[]
[3,null,"RBR-FNDN-2(i)",null,"Stone dust  filling beneath CC pavement and for side berms including cost and conveyabce of all materials and all labour charges etc., complete "]
[null,1,1,"Cum","Stone dust",{"$f":"+'Lead statement'!O19","v":953.7},"1Cum",{"$f":"ROUND(C117*F117,2)","v":953.7}]
[{"$nulls":4},"Labour "]
[null,1,0.31,"day","Mazdoor (Unskilled)",{"$f":"'Basic data-1'!E7","v":370},"1day",{"$f":"ROUND(C119*F119,2)","v":114.7}]
[null,null,{"$f":"$J$2","v":0.2},null,{"$f":"CONCATENATE(\"Add \",$K$2,\"% MA on Labour charges\")","v":"Add 20% MA on Labour charges"},{"$f":"SUM(H119)","v":114.7},null,22.94]
[{"$nulls":4},"Sundries","Stone dust","Labour"]
[{"$nulls":4},"Rate per 1 Cum",{"$f":"H117","v":953.7},{"$f":"H122-H117","v":137.6400000000001},{"$f":"SUM(H117:H121)","v":1091.3400000000001}]
{"$rows_empty":12}
[{"$nulls":8},{"$f":"H242-H232-H233-H234","v":1196.0400000000004}]
[]
[4,null,"RBR-CCPV-5",null,"Construction of un reinforced,  VCC(1:2:4) equivalent to M20 grade nominal mix, plain cement concrete pavement , thickness as per design over a prepared sub base, with 43 / 53 grade  cement, and using coarse and fine  aggregates conforming  to IS :383, approved admixtures  and mixed in a concrete mixer of not  less than  0.20 cum capacity and appropriate weigh batcher , laid in approved fixed side from work ( steel channel, wedges, steel plates) including levelling  the from work as per drawing,  laying  and fixing of 125 mircon thick polythene film,   spreadiang the  concrete with shovels, rakes etc.. and compacting the concrete mix properly and thoroughly with  pin and plate vibrators and finished  in continuous operation including provision of contraction and expansion and construction joints,  and curing of concrete slabs for 14days, finished to the lines and grade as per drawing and Technical Specification clause 1501.22, for Cement Concrete Pavement",{"$nulls":5},"Construction of un reinforced,  VCC(1:2:4) equivalent to M20 grade nominal mix, plain cement concrete pavement , thickness as per design over a prepared sub base, with 43 / 53 grade  cement, and using coarse and fine  aggregates conforming  to IS :383, approved admixtures  and mixed in a concrete mixer of not  less than  0.20 cum capacity and appropriate weigh batcher , laid in approved fixed side from work ( steel channel, wedges, steel plates) including levelling  the from work as per drawing,  laying  and fixing of 125 mircon thick polythene film,   spreadiang the  concrete with shovels, rakes etc.. and compacting the concrete mix properly and thoroughly with  pin and plate vibrators and finished  in continuous operation including provision of contraction and expansion and construction joints,  and curing of concrete slabs for 14days, finished to the lines and grade as per drawing and Technical Specification clause 1501.22, for Cement Concrete Pavement","using nominal mix of VCC(1:2:4) equivalent to M20 mix "]
[{"$nulls":4},"Unit = cum"]
[{"$nulls":4},"(a) Labour "]
[null,1,5,"day","Mason (1st class)",{"$f":"'Basic data-1'!E5","v":465},"1 No",{"$f":"ROUND((B140*C140*F140),2)","v":2325},{"$nulls":4},"Labour",{"$f":"9.28*0.17","v":1.5776000000000001},null,null,null,{"$f":"1200/1.57765","v":760.62498019205782},760]
[null,1,5,"day","Mason (2nd class)",{"$f":"'Basic data-1'!E6","v":420},"1 No",2100,{"$nulls":4},"CEMENT",{"$nulls":5},{"$f":"7.6*240","v":1824}]
[null,1,150,"day","Mazdoor (Unskilled)",{"$f":"'Basic data-1'!E7","v":370},"1 No",55500,{"$nulls":4},"20 mm / dust",7000,{"$f":"N142/2.25","v":3111.1111111111113},{"$f":"O142/2.83","v":1099.332548095799},{"$f":"P142*0.66","v":725.55948174322737},{"$f":"(Q142+Q143)*0.9","v":941.34275618374579},950]
[null,1,6,"day","Mazdoor (Unskilled)",{"$f":"F142","v":370},"1 No",2220,{"$nulls":4},"12mm / dust",6000,2666.6666666666665,942.28504122497043,{"$f":"P143*0.34","v":320.37691401648999}]
[null,1,2,"day","Surveyor",{"$f":"'Basic data-1'!E8","v":675},"1 No"]
[null,1,6,"day","Mazdoor (semi-skilled)",{"$f":"F143","v":370},"1 No",{"$f":"ROUND((B145*C145*F145),2)","v":2220},{"$nulls":4},"SAND",1700,{"$f":"N145/1","v":1700},{"$f":"O145/2.83","v":600.70671378091868},null,{"$f":"P145*0.6","v":360.42402826855118},360]
[null,null,{"$f":"$J$2","v":0.2},null,{"$f":"CONCATENATE(\"Add \",$K$2,\"% MA on Labour charges\")","v":"Add 20% MA on Labour charges"},{"$f":"SUM(H140:H145)","v":64365},null,{"$f":"ROUND(C146*F146,2)","v":12873}]
[{"$nulls":8},{"$f":"SUM(H140:H146)","v":77238},{"$nulls":4},{"$f":"7","v":7},{"$nulls":4},{"$f":"SUM(S140:S146)","v":3894}]
[{"$nulls":4},"(b) Machinery",{"$nulls":8},{"$f":"7.6*1*240","v":1824},{"$nulls":4},106]
[null,1,36,"hr / cum","Concrete mixer 0.28/0.40 cum capacity (6mixer) with weight batcger and suitable capacity calibrated water tank",{"$f":"'Basic data-2'!E45","v":471.9},"1 Hour",{"$f":"ROUND((B149*C149*F149),2)","v":16988.400000000001},{"$nulls":5},{"$f":"1200/1.58","v":759.49367088607596},{"$nulls":4},{"$f":"SUM(S147:S148)","v":4000}]
[null,1,9,"hr / cum","PlateVibrating Charges",{"$f":"'Basic data-2'!E48","v":52.1},"1 Hour",468.9,{"$nulls":10},{"$f":"S149*0.1","v":400}]
[null,1,9,"hr / cum","Needle Vibrator 60mm (Petrole)",{"$f":"'Basic data-2'!E50","v":191.2},"1 Hour",1720.8,{"$nulls":10},{"$f":"SUM(S149:S150)","v":4400},{"$f":"'Det.Est.'!H25","v":5727.44},{"$f":"T151-S151","v":1327.4399999999996},{"$f":"U151*100/T151","v":23.176846898439788}]
[null,1,5,"hr / cum","Water tanker 6KL  capacity",{"$f":"'Basic data-2'!E34","v":588.5},"1 Hour",2942.5,null,null,null,{"$f":"44.55/75","v":0.59399999999999997},{"$nulls":8},{"$f":"1/0.9","v":1.1111111111111112}]
[null,1,2,"hr / cum","Air Compressor ( 1 hour initial + 1 hour final )",{"$f":"'Basic data-2'!E37","v":447.9},"1 Hour",null,{"$f":"SUM(H149:H153)","v":22120.600000000002},null,null,{"$f":"C157/75","v":0.30599999999999999}]
[]
[{"$nulls":4},"(c) Material",{"$nulls":10},0.9,0.59399999999999997]
[null,1,44.55,"Cum","20 mm aggregate",{"$f":"'Lead statement'!O16","v":2126.1999999999998},"1 Cum",{"$f":"ROUND((B156*C156*F156),2)","v":94722.21},{"$nulls":5},{"$f":"F156*0.594","v":1262.9627999999998},null,null,{"$f":"0.9*0.66","v":0.59400000000000008},{"$f":"F156*Q156","v":1262.9628},{"$f":"R156*75","v":94722.21}]
[null,1,22.95,"Cum","12 mm aggregate",{"$f":"'Lead statement'!O17","v":1809.95},"1 Cum",41538.35,null,{"$f":"H156+H157","v":136260.56},{"$f":"C156+C157","v":67.5},{"$f":"J157/K157","v":2018.674962962963},{"$f":"J157/K157","v":2018.674962962963},{"$f":"F157*0.306","v":553.84469999999999},{"$f":"M157*2.83","v":5712.8501451851853},null,{"$f":"0.9*0.34","v":0.30600000000000005},553.8447000000001,41538.352500000008]
[null,1,33.75,"Cum","Coarse Sand for Concrete",{"$f":"'Lead statement'!O24","v":898.1},"1 Cum",30310.880000000001,{"$nulls":5},{"$f":"SUM(N156:N157)","v":1816.8074999999999},null,null,null,{"$f":"SUM(R156:R157)","v":1816.8075000000001},{"$f":"R158/0.9","v":2018.6750000000002}]
[null,1,{"$f":"75*(I159/1000)","v":28.5},"Tonne",{"$f":"CONCATENATE(\"Cement @ \",I159,\" Kg/Cum\")","v":"Cement @ 380 Kg/Cum"},{"$f":"'Lead statement'!O26","v":4220},"1 Tonne",120270,380,{"$f":"I159/50","v":7.6},{"$f":"J159*300","v":2280},null,null,{"$f":"U152*N158","v":2018.675}]
[null,1,485.29,"Sqm","Cost of Polythene sheet 125 m micron",{"$f":"'Basic data-1'!E127","v":15.25},"Sqm",7400.67]
[null,null,7.5069999999999998E-2,"M.T.","Mild steel dowel bar 25 mm dia of grade S 240. 500 mm long 20 Nos. at culvert/bridge slab and at construction joint including 5 per cent wastage. - 4x16x0.5x2.346 = 75.07 Kgs",{"$f":"'Lead statement'!O27","v":42000},{"$f":"CONCATENATE(J161,\" \",D161)","v":"1 M.T."},null,null,1,50]
[null,null,{"$f":"K161*200/1000","v":10},"Kg","Bitumen primer @ 200 ml per joint for 50 joints",{"$f":"'Basic data-1'!E64","v":74},"1 Kg",{"$f":"ROUND(C162*F162,2)","v":740},null,1]
[null,null,{"$f":"K161*800/1000","v":40},"Lit.","Bituminous sealant 800 ml per joint for 50 joints",{"$f":"'Basic data-1'!E128","v":148},"1 Lit.",5920,null,1]
[null,null,{"$f":"K161*K164*1.05","v":157.5},"RM","Debonding strips 3.00 m (length) x 10 mm (width) x 5 mm (thick) cut-out of rubber filler board or similar material including 5 per cent wastage - 50 * 3 * 1.05 = 157.50 RM",11,"1 RM",null,null,1,3,{"$f":"K161*K164*1.05","v":157.5}]
[null,1,122,"Lits","Super Plasticizer @ 0.5% by weight of Cement",{"$f":"'Basic data-1'!E110","v":95},"1 Lit",{"$f":"ROUND((B165*C165*F165),2)","v":11590},null,null,null,{"$f":"H156+H157+H158+H159","v":286841.44}]
[null,1,2.5499999999999998,"Sqm","Joint filler board of 25.40 mm thick",{"$f":"'Basic data-1'!E129","v":902},"1Sqm",2300.1,null,null,null,{"$f":"L165/75","v":3824.5525333333335},null,{"$f":"L166*'Det. Est.'!G85","v":370599.14048000006}]
[null,null,18,"KL","Water for curing",{"$f":"'Basic data-1'!E124","v":77},"1 Kl",{"$f":"C167*F167","v":1386}]
[{"$nulls":8},{"$f":"SUM(H156:H167)+H172","v":316178.20999999996},{"$f":"I147+I153+I168","v":415536.80999999994},null,{"$f":"H173-L166","v":1882.1574666666666},null,{"$f":"'Mat statement'!E25+'Mat statement'!G25+'Mat statement'!I25","v":{"$error":"#REF!"}}]
[{"$nulls":4},"(d) Formwork @ 3% on (a+b+c)",{"$f":"SUM(H140:H167)","v":415536.80999999994},null,{"$f":"ROUND(F169*3/100,2)","v":12466.1}]
[{"$nulls":4},"Rate per 75 cum = a+b+c+d+e+f",null,null,{"$f":"F169+H169","v":428002.90999999992},null,null,null,{"$f":"H170-H156-H157-H158-H159","v":141161.46999999991}]
[{"$nulls":4},"Rate per cum = (a+b+c+d+e+f)/75",null,null,{"$f":"ROUND(H170/75,2)","v":5706.71}]
[{"$nulls":4},"Sundries"]
[null,null," ",null,"Rate per cum = (a+b+c+d+e+f)/75",null,null,{"$f":"SUM(H171:H172)","v":5706.71},null,{"$f":"H173/75","v":76.089466666666667},null,{"$f":"(L170/75)+H172","v":1882.1529333333322}]
[]
[]
[3,null,"RBR-FNDN-1-1-1(A)",null,"Earth work exevation and depositing the soil on banks with an initial lead and lift in red earth and ordinary soils  for foundation "]
[{"$nulls":4},"Unit : 10 Cum"]
[null,1,1,"Cum","Mazdoor",114.23,"1 Cum",114.23]
[null,null,{"$f":"$J$2","v":0.2},null,{"$f":"CONCATENATE(\"Add \",$K$2,\"% MA on Labour charges\")","v":"Add 20% MA on Labour charges"},{"$f":"SUM(H178)","v":114.23},null,{"$f":"ROUND(C179*F179,2)","v":22.85}]
[null,10,"10 Cum",null,"Add Seignorage Charges",30,"1 Cum"]
[]
[{"$nulls":4},"Cost for 1 cum = a+b+c",null,null,{"$f":"SUM(H178:H181)","v":137.08000000000001}]
[{"$nulls":4},"Rate per 1 Cum",null,null,{"$f":"H182","v":137.08000000000001}]
[{"$nulls":7},"Cum"]
[5,null,"RBR-FNDN-2(i)",null,"Filling the shoulders  with Gravel including cost and conveyance of  all materials and all labour charges ete as per Technical Specification Clause 305.3.9 MORD & 304 MORTH - for Shoulders"]
[null,1,1,"Cum","Gavel",{"$f":"'Lead statement'!O20","v":482.7},"1Cum",{"$f":"ROUND(C186*F186,2)","v":482.7}]
[{"$nulls":4},"Labour ",null,null,null,{"$f":"H188+H189","v":162.75}]
[null,1,0.31,"day","Mazdoor (Unskilled)",{"$f":"'Basic data-1'!E6","v":420},"1day",{"$f":"ROUND(C188*F188,2)","v":130.19999999999999}]
[{"$nulls":4},"Add 25% MA on Labour charges",null,null,{"$f":"+H188*0.25","v":32.549999999999997}]
[{"$nulls":7},{"$f":"SUM(H186:H189)","v":645.44999999999993}]
[{"$nulls":4},"Rate per 1.00 Cum",null,null,{"$f":"SUM(H190)","v":645.44999999999993}]
[7,null,"RBR-PCVT-3",null,"Providng and  laying reinforced cement concrete pipe NP3for culverts on first class bedding of granular material including  fixing  collar with cement motarl 1:2 but excluding excation  portection works  back filling  concrete and masonry work in head wall and parapets tech specification cluse 1106 MORD"]
[{"$nulls":4},"Unit=1Rm"]
[null,null,null,{"$f":"'[394]Lead statement '!B23","v":300},"mmdia"]
[{"$nulls":4},"a) labour"]
[null,1,0.09,"day","Mason (1st Class)",{"$f":"'Basic data-1'!#REF!","v":{"$error":"#REF!"}},"1day",{"$f":"ROUND(C196*F196,2)","v":{"$error":"#REF!"}}]
[null,1,0.73,"day","Mazdoor (unskilled )",{"$f":"'Basic data-1'!E6","v":420},"1day",306.60000000000002]
[{"$nulls":4},"Add 20% MA on Labour charges",null,null,{"$f":"SUM(H196:H197)*J2","v":{"$error":"#REF!"}}]
[{"$nulls":4},"Laying & fixing  of pipes with colors in position including lifiting  aligning ete"]
[{"$nulls":4},"b) Material "]
[null,1,1.4E-2,"Cum","Sand for mortar",{"$f":"'Basic data-1'!E32","v":170},"1Cum",{"$f":"ROUND(C201*F201,2)","v":2.38}]
[null,1,1.0999999999999999E-2,"t","Cement for mortar",{"$f":"'Lead statement'!O26","v":4220},"MT",46.42]
[null,1,7.5,"m","RCC pipr NP3 with including collar at site",{"$f":"'Lead statement'!O28","v":{"$error":"#REF!"}},"Rm",null,{"$f":"ROUND(C203*F203,2)","v":{"$error":"#REF!"}}]
[{"$nulls":4},"Cost for 7.50M =(a+b+c+d)",null,null,{"$f":"SUM(H196:H203)","v":{"$error":"#REF!"}}]
[{"$nulls":4},"Rate  per Rm",null,null,{"$f":"ROUND(H204/7.5,2)","v":{"$error":"#REF!"}}]
[8,null,null,null,"Earth work excavation for Sewer line using 300mm dia RCC Pipes including earth work excavation for the trench of 0.75X1.00m size, sand encasement, laying and jointing of RCC pipes and refilling the trenches etc., complete - 1.00 Rm"]
[null,null,1,"Cum","Earth work excavation ( 0.75x1.00 )",{"$f":"#REF!","v":{"$error":"#REF!"}},"Cum",{"$f":"ROUND(C207*F207,2)","v":{"$error":"#REF!"}}]
[null,null,0.75,null,"Add allowance for restricted place",null,null,{"$f":"C208*H207","v":{"$error":"#REF!"}}]
[{"$nulls":7},{"$f":"SUM(H207:H208)","v":{"$error":"#REF!"}}]
[{"$nulls":4},{"$f":"E198","v":"Add 20% MA on Labour charges"},null,null,{"$f":"+H209*J2","v":{"$error":"#REF!"}}]
[{"$nulls":7},{"$f":"SUM(H209:H210)","v":{"$error":"#REF!"}}]
[]
[6,null,"RBR-FNDN-4-1(i)",null,"Laying of C.C (1:3:6) mix using 40mm HB(G) metal including Cost and conveyance of all materials and labour charges, centring chares, curing etc complete."]
[{"$nulls":4},"(M10 Grade concrete) Unit - 1 Cum "]
[{"$nulls":4},"(a) Material "]
[null,1,220,"Kgs","Cement ",{"$f":"'Lead statement'!O26","v":4220},"1 MT",{"$f":"ROUND(F216*C216/1000,2)","v":928.4}]
[null,1,0.45,"Cum","Coarse Sand for Concrete",{"$f":"'Lead statement'!O23","v":993.1},"1 cum",{"$f":"ROUND(F217*C217,2)","v":446.9}]
[null,1,0.9,"Cum","40mm aggregate ",{"$f":"'Lead statement'!O19","v":953.7},"1 cum",858.33]
[null,1,1.2,"Kl","Water ",{"$f":"'Basic data-1'!E123","v":2616},"Kl",3139.2]
[{"$nulls":4},"(b)Machinary "]
[null,1,0.4,"Hour","Concrete Mixer 10/7 cft (0.40/0.28 cum) ",{"$f":"'Basic data-2'!E44","v":196.7},"1 No ",{"$f":"ROUND(F221*C221,2)","v":78.680000000000007}]
[null,null,0.13,"Hour","Water Tanker 6 KL capacity",{"$f":"'Basic data-2'!E33","v":849.6},"Hour",110.45]
[{"$nulls":4},"(c) Labour "]
[null,1,0.1,"Day","Mason (1st class) ",{"$f":"'Basic data-1'!E4","v":585},"1 No ",{"$f":"ROUND(F224*C224,2)","v":58.5}]
[null,1,1.39,"Day","Mazdoor unskilled ",{"$f":"'Basic data-1'!E5","v":465},"1 No ",646.35]
[]
[{"$nulls":4},"Sundries"]
[{"$nulls":6},"Rate for Cum",{"$f":"SUM(H71)","v":4142.82}]
[4,null,"BLD-CSTN-2-4",null,"Providing P. C.C. (1:4:8) Nominal mix using 40mm HBG metal including Cost and conveyance of all materials and labour charges, centring chares, curing etc complete "]
[{"$nulls":4},"Unit - 1 Cum "]
[{"$nulls":4},"(a) Material "]
[null,1,0.16200000000000001,"M.T.","Cement ",{"$f":"'Lead statement'!O26","v":4220},"1 MT",{"$f":"ROUND(F232*C232,2)","v":683.64}]
[null,1,0.45,"Cum","Coarse Sand for Concrete",{"$f":"'Lead statement'!O24","v":898.1},"1 cum",404.15]
[null,1,0.9,"Cum","40mm aggregate ",{"$f":"'Lead statement'!O15","v":1503.7},"1 cum",1353.33]
[null,1,1.2,"Kl","Water ",{"$f":"'Basic data-1'!E124","v":77},"Kl",92.4]
[{"$nulls":4},"(b) Labour "]
[null,1,0.1,"Day","Mason (1st class) ",{"$f":"'Basic data-1'!E5","v":465},"1 No ",{"$f":"ROUND(F237*C237,2)","v":46.5}]
[null,1,2.36,"Day","Mazdoor Unskilled ",{"$f":"'Basic data-1'!E7","v":370},"1 No ",873.2]
[{"$nulls":4},{"$f":"E67","v":"Add 20% MA on Labour charges"},null,null,{"$f":"SUM(H237:H238)*J2","v":183.94000000000003}]
[{"$nulls":4},"Rate for cum = a + b+c",null,null,{"$f":"SUM(H232:H239)","v":3637.1600000000003}]
[{"$nulls":4},"Sundries",null,null,0]
[{"$nulls":4},"Rate per 1 Cum",null,"Rate for Cum",{"$f":"SUM(H240:H241)","v":3637.1600000000003}]
[6,null,null,null,"Providing and applying two coats of ready mix Enamel paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701MORD"]
[{"$nulls":4},"Unit = sqm","Taking output = 10 sqm"]
[{"$nulls":10},{"$f":"0.92*1441/6","v":220.95333333333335}]
[null,1,null,null,"a)  Labour",{"$nulls":6},{"$f":"H246+H247+H248+H249","v":575.25}]
[null,1,0.25,"day","Mate",{"$f":"'Basic data-1'!E9","v":425},"1 day",{"$f":"ROUND((C247*F247)/LEFT(G247,2),2)","v":106.25},null,null,null,{"$f":"#REF!-L246","v":{"$error":"#REF!"}}]
[null,1,0.6,"day","Painter (1st Class)",{"$f":"'Basic data-1'!E3","v":535},"1 day",321,null,null,null,{"$f":"H248+H249","v":469},{"$f":"L248/0.9","v":521.11111111111109}]
[null,null,0.4,"day","Mazdoor (Unskilled)",{"$f":"'Basic data-1'!E7","v":370},"1 day",148]
[null,1,0.2,"day","Add 20% MA On Labour Charges",{"$f":"H247+H248+H249","v":575.25},"1 day",115.05,null,null,null,{"$f":"H250+H252+H253+H254+#REF!+#REF!+#REF!+#REF!","v":{"$error":"#REF!"}}]
[null,null,0.6,"litre","Red-oxide Primer as per specifications",{"$f":"'Basic data-1'!E68","v":123},"1 litre",73.8]
[null,1,1.25,"litre","Paint ready mixed approved brand",{"$f":"'Basic data-1'!E73","v":367},"1 litre",458.75]
[{"$nulls":4},"Cost for 10 sqm = a+b+c+d",null,null,{"$f":"SUM(H247:H252)","v":1222.8499999999999}]
[{"$nulls":4},"Rate per sqm = (a+b+c+d)/10",null,null,{"$f":"H253/10","v":122.285}]
[7,null,null,null,"Supply and fixing of MS name board of size 2’.6”x4’ including  painting and required lettering "]
[{"$nulls":4},"40mm x 40mm x 5mm size angle sections  (weight per Rm 3.0Kgs)"]
[{"$nulls":4},"4' x2'6\"x4mm thick MS sheet (weight per Sqmt.",{"$nulls":5},{"$f":"0.92*1441/6","v":220.95333333333335}]
[null,1,null,null,"COST OF STEEL MATERIAL",{"$nulls":6},{"$f":"H258+H259+H260+H261","v":56.2}]
[null,1,9,"RM","40mm x 40mm x 5mm size angle sections  (weight per Rm 3.0Kgs)",3,"1 RM",{"$f":"ROUND((C259*F259)/LEFT(G259,2),2)","v":27},null,null,null,{"$f":"#REF!-L258","v":{"$error":"#REF!"}}]
[null,1,0.93,"Sqm","4' x2'6\"x4mm thick MS sheet (weight per Sqmt.",31.4,"1 Sqm",29.2,null,null,null,{"$f":"H260+H261","v":29.2},{"$f":"L260/0.9","v":32.444444444444443}]
[{"$nulls":4},"COST OF STEEL MATERIAL"]
[null,1,{"$f":"9*3","v":27},"Kg","40mm x 40mm x 5mm size angle sections  (weight per Rm 3.0Kgs)",42,"1 Kg",{"$f":"ROUND((C262*F262)/LEFT(G262,2),2)","v":1134},null,null,null,{"$f":"H262+H264+H265+#REF!+#REF!+#REF!+#REF!+#REF!","v":{"$error":"#REF!"}}]
[null,null,29.2,"Kg","4' x2'6\"x4mm thick MS sheet (weight per Sqmt.",42,"1 Kg",1226.4000000000001]
[null,1,null,null,"a)  Labour"]
[null,null,{"$f":"C262+C263","v":56.2},"Kg","Fabrication charges of steel",24,"1 Kg",{"$f":"ROUND((C265*F265)/LEFT(G265,2),2)","v":1348.8}]
[null,null,56.2,"Kg","Labour charges for fixing the board",4,"1 Kg",224.8]
[{"$nulls":4},"Add MA 20%",{"$f":"H265+H266","v":1573.6},null,{"$f":"ROUND(F267*0.2,2)","v":314.72000000000003}]
[null,null,0.09,"Cum","b) Earthwork excavation for fixing the name board",{"$f":"+H48","v":137.08000000000001},"1 Cum",{"$f":"ROUND((C268*F268)/LEFT(G268,2),2)","v":12.34}]
[null,null,0.09,"Cum","c) Nominal mix 1:4:8 for fixing of the Name board",{"$f":"H242","v":3637.1600000000003},"1 Cum",327.33999999999997]
[null,null,{"$f":"2*0.93","v":1.86},"Sqm","d) Painting on Steel Surfaces",{"$f":"+H254","v":122.285},"1 Sqm",227.45]
[{"$nulls":4},"Sundries",null,null,0]
[{"$nulls":4},"Cost of Name of baord",null,null,{"$f":"SUM(H262:H271)","v":4815.8500000000004}]
[7,null,null,null,"Laying of M15 nominal mix using 66% of 20 mm HBG Metal and 33% of 12mm HBG Metal including Cost and Conveyance of all materials, Centering and Labour Charges and Curing for Side Drains as Per the Section Covered in guidelines"]
[{"$nulls":4},"For Bedconcrete ","Unit = cum"]
[{"$nulls":4},"(a) Material"]
[null,null,0.27500000000000002,"t","Cement",{"$f":"'Lead statement'!O26","v":4220},"1 Tonne",{"$f":"ROUND((C276*F276)/LEFT(G276,2),2)","v":1160.5}]
[null,null,0.45,"cum","Coarse sand",{"$f":"'Lead statement'!O24","v":898.1},"1 Cum",404.15]
[null,null,{"$f":"0.9*0.66","v":0.59400000000000008},"cum","20 mm aggregate",{"$f":"'Lead statement'!O16","v":2126.1999999999998},"1 Cum",1262.96]
[null,null,{"$f":"0.9*0.34","v":0.30600000000000005},"cum","12 mm aggregate",{"$f":"'Lead statement'!O17","v":1809.95},"1 Cum",553.84]
[null,null,1.2,"kl","Water(including curing)",{"$f":"F167","v":77},"1 Kl",92.4]
[{"$nulls":4},"(b) Labour "]
[null,null,"-","day","Mate"]
[null,null,0.1,"day","Mason (1st Class)",{"$f":"F237","v":465},"1 Day",{"$f":"ROUND((C283*F283)/LEFT(G283,2),2)","v":46.5}]
[null,null,"-","day","Mason 2nd Class",{"$f":"'Basic data-1'!E6","v":420}]
[null,null,1.39,"day","Mazdoor (Unskilled)",{"$f":"'Basic data-1'!E7","v":370},"1 No",{"$f":"ROUND((C285*F285)/LEFT(G285,2),2)","v":514.29999999999995}]
[{"$nulls":4},"Add MA 20%",{"$f":"SUM(H282:H285)","v":560.79999999999995},{"$f":"J2","v":0.2},{"$f":"ROUND(F286*G286,2)","v":112.16}]
[{"$nulls":4},"Add:5% extra on labour charges"]
[{"$nulls":4},"(c) Machinery"]
[null,null,0.4,"hour","Concrete mixer 0.4/0.28 cum capacity",{"$f":"'Basic data-2'!E45","v":471.9},"1 Hour",{"$f":"ROUND((C289*F289)/LEFT(G289,2),2)","v":188.76}]
[null,null,0.13,"hour","Water tanker 6 kl capacity",{"$f":"'Basic data-2'!E34","v":588.5},"1 Hour",76.510000000000005]
[null,null,1,"Cum","Vibrating  Charges",null,"1 cum",0]
[null,null,1,"Cum","Vibrating  Charges",{"$f":"'Basic data-2'!E48","v":52.1},"1 cum"]
[null,null,1,"Cum","Centering Charges",null,"1 cum",{"$f":"ROUND((C293*F293)/LEFT(G293,2),2)","v":0}]
[null,null,1,"Cum","(d) Formwork @ 4% on cost of material, labour and machinery (a+b+c)",{"$f":"SUM(H276:H293)","v":4412.0800000000008},0.04]
[{"$nulls":4},"Rate per cum = a+b+c",null,null,{"$f":"SUM(H275:H294)","v":4412.0800000000008}]
[{"$nulls":4},"Sundries",null,null,null,{"$f":"H297-H276-H277-H278-H279","v":1030.6300000000006}]
[{"$nulls":4},"Rate per cum = a+b+c",null,null,{"$f":"SUM(H295:H296)","v":4412.0800000000008}]
[8,null,null,null,"Laying of M15 nominal mix using 66% of 20 mm HBG Metal and 33% of 12mm HBG Metal including Cost and Conveyance of all materials, Centering and Labour Charges and Curing for Side Drains as Per the Section Covered in guidelines"]
[{"$nulls":4},"Drainwalls on roadside and houseside","Unit = cum"]
[]
[{"$nulls":4},"(a) Material"]
[null,null,0.27500000000000002,"t","Cement",{"$f":"F276","v":4220},"1 Tonne",{"$f":"ROUND((C302*F302)/LEFT(G302,2),2)","v":1160.5}]
[null,null,0.45,"cum","Coarse sand",898.1,"1 Cum",404.15]
[null,null,{"$f":"0.9*0.66","v":0.59400000000000008},"cum","20 mm aggregate",2126.1999999999998,"1 Cum",1262.96]
[null,null,{"$f":"0.9*0.34","v":0.30600000000000005},"cum","12 mm aggregate",1809.95,"1 Cum",553.84]
[null,null,1.2,"kl","Water(including curing)",77,"1 Kl",92.4]
[{"$nulls":4},"(b) Labour "]
[null,null,"-","day","Mate"]
[null,null,0.1,"day","Mason (1st Class)",{"$f":"F283","v":465},"1 No",{"$f":"ROUND((C309*F309)/LEFT(G309,2),2)","v":46.5}]
[null,null,"-","day","Mason 2nd Class"]
[null,null,1.39,"day","Mazdoor (Unskilled)",{"$f":"'Basic data-1'!E7","v":370},"1 No",{"$f":"ROUND((C311*F311)/LEFT(G311,2),2)","v":514.29999999999995}]
[{"$nulls":4},"Add MA 20%",{"$f":"SUM(H308:H311)","v":560.79999999999995},{"$f":"G286","v":0.2},{"$f":"ROUND(F312*G312,2)","v":112.16}]
[{"$nulls":4},"Add:5% extra on labour charges"]
[{"$nulls":4},"(c) Machinery"]
[null,null,0.4,"hour","Concrete mixer 0.4/0.28 cum capacity",{"$f":"F289","v":471.9},"1 Hour",{"$f":"ROUND((C315*F315)/LEFT(G315,2),2)","v":188.76}]
[null,null,0.13,"hour","Water tanker 6 kl capacity",588.5,"1 Hour",76.510000000000005]
[null,null,0.4,"hour","Generator 63 KVA",{"$f":"'Basic data-2'!E47","v":868.2},"1 Hour"]
[null,null,0.4,"hour","Needle vibrator 60 mm ( petrol )",{"$f":"F151","v":191.2},"1 Hour"]
[null,null,null,"Cum","Vibrating  Charges",{"$f":"F151","v":191.2},"1 cum",{"$f":"ROUND((C319*F319)/LEFT(G319,2),2)","v":0}]
[{"$nulls":4},"Form Work :"]
[null,null,1,"Cum","Material Hire charges",315,"1 cum",{"$f":"ROUND((C321*F321)/LEFT(G321,2),2)","v":315}]
[null,null,1,"Cum","Labour charges",753,"1 cum",753]
[{"$nulls":4},"Add MA 20%",{"$f":"H322","v":753},{"$f":"G312","v":0.2},{"$f":"ROUND(F323*G323,2)","v":150.6}]
[{"$nulls":4},"(d) Formwork @ 10% on cost of material, labour and machinery (a+b+c)",null,0,{"$f":"SUM(H302:H318)*G324","v":0}]
[{"$nulls":4},"Rate per cum = a+b+c",null,null,{"$f":"SUM(H302:H324)","v":5630.6800000000012}]
[{"$nulls":4},"Sundries",null,null,null,{"$f":"H327-H302-H303-H304-H305","v":2249.2300000000009}]
[{"$nulls":4},"Rate per cum = a+b+c",null,null,{"$f":"SUM(H325:H326)","v":5630.6800000000012}]
[8,null,null,null,"Construction of granular sub-base by providing well graded material / Close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator  at OMC, and compacting with smooth  wheel  roller 80-100 kN / Vibratory Roller to achieve the  desired density, complete as per Technical Specification Clause 401 MORD / MORTH."]
[{"$nulls":4},"Grading-III Material (CBR Value minimum 20)","Unit = cum"]
[{"$nulls":4},"Taking output = 300 cum "]
[{"$nulls":4},"a)     Labour"]
[null,null,"-","day","Mate "]
[null,null,2.4,"day","Mazdoor skilled",{"$f":"'Basic data-1'!E7","v":370},"1 day",{"$f":"ROUND(C333*F333,2)","v":888}]
[null,null,8,"day","Mazdoor ",{"$f":"F333","v":370},"1 day",2960]
[{"$nulls":4},{"$f":"E323","v":"Add MA 20%"},{"$f":"SUM(H333:H334)","v":3848},{"$f":"G323","v":0.2},{"$f":"ROUND(F335*G335,2)","v":769.6}]
[{"$nulls":4},"b)      Machinery"]
[null,null,6,"hour","Mortar Grader 110 HP @ 50 cum per hour",{"$f":"'Basic data-2'!E27","v":2748},"1 Hour",{"$f":"ROUND(C337*F337,2)","v":16488}]
[null,null,12,"hour","Tractor with grader for grading @ 25 cum per hour",{"$f":"'Basic data-2'!E36","v":380.6},"1 Hour",4567.2]
[null,null,null,"hour","Vibratory roller 8 -10 tonne ",{"$f":"'Basic data-2'!E31","v":2421.5},"1 Hour",0]
[null,null,30,"hour","Static Roller 80 - 100 kN",{"$f":"'Basic data-2'!E32","v":1137.9000000000001},"1 Hour",34137]
[null,null,3,"hour","Water tanker 6 KL capacity",{"$f":"'Basic data-2'!E34","v":588.5},"1 Hour",1765.5]
[{"$nulls":4},"c)      Material"]
[{"$nulls":4},"For coarse graded Granular sub-base Materials per table 400-2"]
[{"$nulls":4},"For Grading-III Material (CBR Value minimum 20)"]
[null,null,134.4,"cum","9.5 mm to 4.75 mm @ 35 per cent",{"$f":"'Lead statement'!O14","v":{"$error":"#REF!"}},"1 Cum",{"$f":"ROUND(C345*F345,2)","v":{"$error":"#REF!"}}]
[null,null,48,"cum","4.75 mm to 2.36 mm @ 12.5 per cent",{"$f":"'Lead statement'!O12","v":{"$error":"#REF!"}},"1 Cum",{"$error":"#REF!"}]
[null,null,201.6,"cum","2.36 mm below @ 52.5 per cent ",{"$f":"'Lead statement'!O19","v":953.7},"1 Cum",192265.92]
[null,null,18,"KL","Cost of water",77,"1 KL",1386]
[{"$nulls":4},"(i) Rate per cum for grading-III Material - 300 cum",null,null,{"$f":"SUM(H333:H348)","v":{"$error":"#REF!"}}]
[{"$nulls":4},"d&e) Overheads & Contractors Profit"]
[{"$nulls":4},"Cost for 300 cum = a+b+c+d+e",null,null,{"$f":"SUM(H349:H350)","v":{"$error":"#REF!"}}]
[{"$nulls":4},"Rate per cum = (a+b+c+d+e)/300",null,null,{"$f":"ROUND(H351/300,2)","v":{"$error":"#REF!"}},{"$f":"H122","v":1091.3400000000001},{"$f":"H352-I352","v":{"$error":"#REF!"}}]
[10,null,null,null,"Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2  MORD / 305 MORTH.(CSSR)"]
[{"$nulls":4},"Unit = cum","Taking  output = 600 cum"]
[{"$nulls":4},"a)  Labour"]
[null,null,"-","day"," Mate"]
[null,null,3.12,"day"," Mazdoor (Unskilled)",{"$f":"'Basic data-1'!E7","v":370},"1 day",{"$f":"ROUND(C357*F357,2)","v":1154.4000000000001}]
[null,null,null,{"$f":"J2","v":0.2},{"$f":"E335","v":"Add MA 20%"},{"$f":"H357","v":1154.4000000000001},null,{"$f":"ROUND(H357*D358,2)","v":230.88}]
[{"$nulls":4},"b) Machinery"]
[null,null,9,"hour","Tractor with ripper attachment",{"$f":"'Basic data-2'!E36","v":380.6},"1 Hour",{"$f":"ROUND(C360*F360,2)","v":3425.4}]
[null,null,12,"hour","Motor grader for grading",{"$f":"'Basic data-2'!E27","v":2748},"1 Hour",32976]
[null,null,4,"hour","Water tanker 6 kl capacity",{"$f":"'Basic data-2'!E34","v":588.5},"1 Hour",2354]
[null,null,8.6,"hour","Three wheel 80-100 kN Static Roller @70 cum per hour",{"$f":"'Basic data-2'!E32","v":1137.9000000000001},"1 Hour",9785.94]
[{"$nulls":4},"OR"]
[null,null,7.5,"hour","Vibratory road roller 8-10 tonnes @ 80 cum per hour",{"$f":"'Basic data-2'!E31","v":2421.5}]
[{"$nulls":4},"c) Material"]
[null,null,24,"KL","Water",{"$f":"'Basic data-1'!E124","v":77},"1 KL",{"$f":"ROUND(C367*F367,2)","v":1848}]
[{"$nulls":4},"d&e) Overheads & Contractors Profit"]
[{"$nulls":4},"Cost for 600 cum = a+b+c+d+e (3 Wheel Roller)",null,null,{"$f":"SUM(H357:H368)","v":51774.62}]
[{"$nulls":4},"Rate  per cum  = (a+b+c+d+e)/600",null,null,{"$f":"ROUND(H369/600,2)","v":86.29}]
[8,null,null,null,"Supply and collection of Selected Earth including stacking to Departmental gauge for pre measurements for Subgrade (CSSR)"]
[null,null,1,"Cum","Selected Earth",{"$f":"'Lead statement'!O22","v":447.7},"1 Cum",{"$f":"ROUND(C372*F372,2)","v":447.7}]
[{"$nulls":4},"Rate  per cum  = ",null,null,{"$f":"H372","v":447.7}]
[9,null,null,null,"Engaging Un Skilled Labour for spreading the collected (Selected Earth) material and sectioning  for  Subgrade (RSSR)"]
[null,null,1,"Cum","Rate as per Rural SSR",23.53,"1 Cum",{"$f":"ROUND(C375*F375,2)","v":23.53}]
[null,null,0.2,null,"Add 20% MA On Labour Charges",{"$f":"H375","v":23.53},null,{"$f":"ROUND(SUM(H375)*C376,2)","v":4.71}]
[{"$nulls":4},"Rate  per cum  = ",null,null,{"$f":"SUM(H375:H376)","v":28.240000000000002}]
[11,null,null,null,"PISD25-Compaction of collected Selected Earth using 8-10T Power Road Roller with required watering for Subgrade (CSSR)"]
[{"$nulls":4},"Unit = cum","(Machinary part of MORD DATA)"]
[{"$nulls":4},"Taking output = 300 cum "]
[{"$nulls":4},"a) Machinery"]
[null,null,6,"hour","Motor Grader 110 HP @ 50 cum per hour",3216,"1 Hour"]
[null,null,12,"hour","Tractor with  Grader  @ 25 cum per hour",425,"1 Hour",{"$f":"ROUND(C383*F383,2)","v":5100}]
[null,null,30,"hour","Three  wheel 80-100 kN static roller @ 10 cum per hour",1122.0999999999999,"1 Hour",33663]
[null,null,12,"hour","Tractor with Rotavator 25 cum per hour",425,"1 Hour",5100]
[null,null,3,"hour","Water tanker 6 kl capacity",630,"1 Hour",1890]
[{"$nulls":4},"b) Material"]
[null,null,18,"kl","Water",77,"1 KL",{"$f":"ROUND(C388*F388,2)","v":1386}]
[{"$nulls":4},"Cost for 300cum  (3 Wheel Roller)",null,null,{"$f":"SUM(H383:H388)","v":47139}]
[{"$nulls":4},"Rate  per cum  = ",null,null,{"$f":"ROUND(H389/300,2)","v":157.13}]
[]
[]
[]
[10,null,null,null,"Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded."]
[{"$nulls":4},"Unit = tonne"]
[{"$nulls":4},"(a) Material"]
[null,null,1.05,"Tonne","HYSD bars including 5 per cent for overlaps and wastage",{"$f":"'Lead statement'!O27","v":42000},null,{"$f":"ROUND(F397*C397,2)","v":44100}]
[null,null,6,"Kg","Binding wire",{"$f":"'Basic data-1'!E104","v":55},null,330]
[{"$nulls":4},"(b) Labour for cutting, bending, shifting to site, tying and placing in position"]
[null,null,10,"Day","Blacksmith / Bar bender",{"$f":"'Basic data-1'!E4","v":585},null,{"$f":"ROUND(F400*C400,2)","v":5850}]
[null,null,10,"Day","Mazdoor (Unskilled)",{"$f":"'Basic data-1'!E7","v":370},null,3700]
[null,null,{"$f":"J2","v":0.2},null,{"$f":"C402","v":0.2},{"$f":"SUM(H400:H401)","v":9550},null,{"$f":"ROUND(C402*F402,2)","v":1910}]
[{"$nulls":7},{"$f":"SUM(H397:H402)","v":55890}]
[{"$nulls":4},{"$f":"$K$3","v":0},null,null,{"$f":"ROUND(H403*$K$3,2)","v":0}]
[{"$nulls":4},"Sundries",null,null,{"$f":"CEILING(SUM(H403:H404),0.1)-SUM(H403:H404)","v":0}]
[{"$nulls":4},"Rate per 1 M.T.",null,null,{"$f":"SUM(H403:H405)","v":55890}]
[]
[]
[]
[]
[{"$nulls":4},"Deputy Executive Engineer,",null,"Asst. Exe. Engineer,"]
[{"$nulls":4},"PRISD :: Mangalagiri.",null,"MPP (PRI) :: Mangalagiri."]
[]
[{"$nulls":4},"Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design."]
[{"$nulls":4},"Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular  material including  fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,"]
[{"$nulls":4},"Unit = m"]
[{"$nulls":4},"Taking output = 7.5 m "]
[{"$nulls":4},"(3 pipes of 2.5 m length each)"]
[{"$nulls":4},"300 mm dia"]
[{"$nulls":4},"a)  Labour"]
[null,null,null,"Day","Mate",null,"-"]
[null,null,0.15,"Day","Mason (1st Class) ",{"$f":"F309","v":465},"1 day",{"$f":"ROUND(C422*F422,2)","v":69.75}]
[null,null,1.25,"Day","Mazdoor (Unskilled)",{"$f":"F401","v":370},"1 day",462.5]
[{"$nulls":4},"Laying & fixing of Pipes with colors in position including lifting, aligning etc.,"]
[{"$nulls":4},"b) Material"]
[null,null,2.4E-2,"Cum","Sand at site",{"$f":"'Lead statement'!O24","v":898.1},null,{"$f":"ROUND(C426*F426,2)","v":21.55}]
[null,null,1.7999999999999999E-2,"Tonne","Cement at site",{"$f":"'Lead statement'!O26","v":4220},null,75.959999999999994]
[{"$nulls":4},"For 750 mm dia",null,null,{"$f":"SUM(H422:H427)","v":629.76}]
[{"$nulls":4},"For 300 mm dia",null,null,{"$f":"ROUND(H428*0.3/0.75,2)","v":251.9}]
[null,null,7.5,"m","RCC pipe NP3 pipe ",1082.77,null,{"$f":"ROUND(C430*F430,2)","v":8120.78}]
[null,null,0,"nos","RCC pipe NP3  collar at site",0,null,0]
[{"$nulls":7},{"$f":"SUM(H429:H431)","v":8372.68}]
[{"$nulls":4},"Add 14 % for Over head charges & Contractors profit"]
[{"$nulls":4},"Cost for 7.5 m = a+b+c+d",null,null,{"$f":"SUM(H432:H433)","v":8372.68}]
[{"$nulls":4},"Rate per m  = (a+b+c+d)/7.5",null,null,{"$f":"ROUND(H434/7.5,2)","v":1116.3599999999999}]
[{"$nulls":4},"Sundries",null,null,0]
[{"$nulls":4},"Rate per m ",null,null,{"$f":"SUM(H435:H436)","v":1116.3599999999999}]
[]
[]
[]
[]
[{"$nulls":4},"Deputy Executive Engineer,",null,"Asst. Exe. Engineer,"]
[{"$nulls":4},"PRISD :: Mangalagiri.",null,"MPP (PRI) :: Mangalagiri."]

{"sheet":"Key Map","index":28,"n_rows":42,"n_cols":8,"rows_kept":42,"cut":false,"hidden":true,"merged":[[0,0,0,9],[1,2,1,9]]}
["KEY MAP"]
[{"$f":"'[395]Lead statement'!C3","v":"Name of the Work ::"},null,{"$f":"'Lead statement'!D3","v":"Providing Interlocking pavers road from Lanke seshagiri rao (H) to kokkiligadda varma (H)  in Duggirala (V&M)."}]
[{"$nulls":5},{"$f":"Cover!E33","v":"Estimate Cost :: Rs."},{"$f":"Cover!F33","v":1.7},{"$f":"Cover!G33","v":"Lakhs"}]
[]
[]
[]
[]
[{"$nulls":5},"SC Colony"]
[]
[]
[null,"NH 16",null,null,null,"Babu Jagjeevaram Statue"]
[]
[]
[]
[]
[]
[null,null,"ST Colony"]
[]
[]
[{"$nulls":5},"Proposed ST Colony Road"]
[]
[]
[{"$nulls":4},{"$f":"'Det. Est.'!D16","v":190},"RM"]
{"$rows_empty":17}
[null,null,null,"Deputy Executive Engineer",null,null,null,"Asst. Exe. Engineer,"]
[null,null,null,"PRISD, Mangalagiri.",null,null,null,"MPP (PRI) :: Mangalagiri."]

{"sheet":"Villages","index":29,"n_rows":31,"n_cols":24,"rows_kept":31,"cut":false,"hidden":true,"merged":[[0,1,0,2],[0,3,0,4],[0,5,0,6],[0,7,0,8],[0,9,0,10]]}
["Name of the Habitation","Sand for filling",null,"Sand for Mortar",null,"Gravel or Quarry rubbish",null,"HBG Metal",null,"Country Bricks and RR Stones",null,null,null,"VILLAGE","MAA",null,null,"Steel","Country Wood","Cement",null,null,null,"Sattenapalli"]
[1,2,3,4,5,6,7,8,9,10,11,null,null,1,null,null,null,5,6,7,null,null,10,11]
["Aluru","Chndolu",13.2,"Krishna River",61.7,"Vejendla",23.6,"Lam",{"$f":"E3-20.7","v":41},"Kolluru",{"$f":"I3+6.4","v":47.4},null,null,"Aluru","20%",{"$nulls":8},10]
["Aremanda","Chndolu",19.2,"Krishna River",58.7,"Vejendla",19.2,"Lam",38,"Kolluru",53.4,null,null,"Aramanda","20%",{"$nulls":8},12]
["Brahmana Koduru","Chndolu",21.4,"Krishna River",52.9,"Vejendla",14.8,"Lam",32.200000000000003,"Kolluru",55.6,null,null,"B.Koduru","20%",{"$nulls":8},14]
["China Itekampadu","Chndolu",14.8,"Krishna River",73.7,"Vejendla",35.6,"Lam",53,"Kolluru",57,null,null,"China Itekampadu","20%",{"$nulls":8},13]
["Chintalapudi","Chndolu",12.3,"Krishna River",63.7,"Vejendla",25.6,"Lam",42.5,"Kolluru",46.5,null,null,"Chintalapudi","20%",{"$nulls":8},3]
["Dandamudi","Chndolu",16.899999999999999,"Krishna River",56.4,"Vejendla",16.899999999999999,"Lam",{"$f":"E8-20.7","v":35.700000000000003},"Kolluru",51.1,null,null,"Dandamudi","20%",{"$nulls":8},14]
["Doppalapudi","Chndolu",16.2,"Krishna River",59.5,"Vejendla",21.4,"Lam",38.799999999999997,"Kolluru",50.4,null,null,"Doppalapudi","20%",{"$nulls":8},11]
["Gayamvari Palem","Chndolu",19.2,"Krishna River",58.7,"Vejendla",19.2,"Lam",37.1,"Kolluru",52.5,null,null,"Gayamvari Palem","20%",{"$nulls":8},13]
["Gollamudi Padu","Chndolu",19.100000000000001,"Krishna River",56.4,"Vejendla",18.100000000000001,"Lam",35.5,"Kolluru",53.3,null,null,"Gollamudi Padu","20%",{"$nulls":8},5]
["Jadavalli","Chndolu",4.8,"Krishna River",65.099999999999994,"Vejendla",27,"Lam",{"$f":"E12-20.7","v":44.399999999999991},"Kolluru",44,null,null,"Jadavalli","20%",{"$nulls":8},12]
["Jupudi","Chndolu",26.7,"Krishna River",57.5,"Vejendla",19.399999999999999,"Lam",36.799999999999997,"Kolluru",60.4,null,null,"Jupudi","20%",{"$nulls":8},12]
["Kassukarru","Chndolu",12.4,"Krishna River",62.5,"Vejendla",24.4,"Lam",41.8,"Kolluru",46.6,null,null,"Kassukarru","20%",{"$nulls":8},11]
["Kattempudi","Chndolu",14.4,"Krishna River",58.1,"Vejendla",20,"Lam",37.400000000000006,"Kolluru",52.8,null,null,"Kattempudi","20%"]
["Kondamudi","Chndolu",11.7,"Krishna River",65.8,"Vejendla",27.7,"Lam",45.099999999999994,"Kolluru",45.9,null,null,"Kondamudi","20%"]
["Machavaram","Chndolu",12.8,"Krishna River",66.7,"Vejendla",28.6,"Lam",46,"Kolluru",50,null,null,"Machavaram","20%"]
["Mammillapalli","Chndolu",20.7,"Krishna River",54.2,"Vejendla",16.100000000000001,"Lam",33.5,"Kolluru",54.9,null,null,"Mammillapalli","20%"]
["Mannava","Chndolu",20.100000000000001,"Krishna River",61.9,"Vejendla",23.8,"Lam",41.2,"Kolluru",52.8,null,null,"Mannava","20%"]
["Mulukuduru","Chndolu",10.199999999999999,"Krishna River",67.5,"Vejendla",29.4,"Lam",46.8,"Kolluru",50.8,null,null,"Mulukuduru","20%"]
["Munipalle","Chndolu",16.899999999999999,"Krishna River",53.6,"Vejendla",15.5,"Lam",32.900000000000006,"Kolluru",72.099999999999994,null,null,"Munipalle","20%"]
["Nanduru","Chndolu",11.8,"Krishna River",70.7,"Vejendla",32.6,"Lam",50,"Kolluru",59,null,null,"Nanduru","20%"]
["Pacchla tadiparru","Chndolu",15.5,"Krishna River",55,"Vejendla",16.899999999999999,"Lam",34.299999999999997,"Kolluru",49.7,null,null,"Pacchla tadiparru","20%"]
["Peda Itekampadu","Chndolu",14.7,"Krishna River",64.8,"Vejendla",26.7,"Lam",43.9,"Kolluru",48.9,null,null,"Peda Itekampadu","20%"]
["Pedapalem","Chndolu",22.4,"Krishna River",72.5,"Vejendla",34.4,"Lam",{"$f":"E25-20.7","v":51.8},"Kolluru",56.6,null,null,"Pedapalem","20%"]
["Sitarampuram","Chndolu",15.6,"Krishna River",65.7,"Vejendla",27.6,"Lam",45,"Kolluru",49.8,null,null,"Sitarampuram","20%"]
["Tallapalem","Chndolu",15.6,"Krishna River",59.3,"Vejendla",21.2,"Lam",38.599999999999994,"Kolluru",49.8,null,null,"Tallapalem","20%"]
["Upparrapalem","Chndolu",16.7,"Krishna River",66.8,"Vejendla",28.7,"Lam",46.099999999999994,"Kolluru",50.9,null,null,"Upparrapalem","20%"]
["Vaddimukkala","Chndolu",11.2,"Krishna River",64.900000000000006,"Vejendla",26.8,"Lam",44.2,"Kolluru",45.4,null,null,"Vaddimukkala","20%"]
["Vallabharao Palem","Chndolu",15,"Krishna River",65.099999999999994,"Vejendla",27,"Lam",44.399999999999991,"Kolluru",49.2,null,null,"VV raao Plaem","20%"]
["Vellaluru","Chndolu",20,"Krishna River",50.2,"Vejendla",12.2,"Lam",29.500000000000004,"Kolluru",54.6,null,null,"Vellaluru","20%"]

{"sheet":"Conveyence","index":30,"n_rows":155,"n_cols":22,"rows_kept":155,"cut":false,"hidden":true,"merged":[[0,0,0,5],[0,6,0,20],[12,15,12,16],[12,18,12,19],[12,20,12,21]]}
["Lead Chart SS rate for 17  - 18",{"$nulls":5},"RCC Pipes"]
["Lead in Km","Earth, Sand, Gravel","Metal, Stone","Cement and steel","PCC Slabs, Shahabad slabs","Brick","300NP3",350,450,600,700,900,1000,null,"RCC Pipes Dia","RCC Pipes Initial Cost",null,"Sand","Cement","Mason(1st Class)","Mazdoor"]
[1,29.1,30.4,19.600000000000001,46.2,50.7,40.950000000000003,44.1,56.7,93.45,103.95,163.80000000000001,197.4,null,300,906,300,2.5,2.6]
[2,40.700000000000003,42.5,27.5,64.599999999999994,71,{"$f":"G3","v":40.950000000000003},44.1,56.7,93.45,103.95,163.80000000000001,197.4,null,350,1117,350,3.5,3.6]
[3,54.3,58.8,37.9,89.2,94.6,{"$f":"G3","v":40.950000000000003},44.1,56.7,93.45,103.95,163.80000000000001,197.4,null,450,1412,450,4,6]
[4,66,71.400000000000006,46.1,108.4,114.9,{"$f":"G3","v":40.950000000000003},44.1,56.7,93.45,103.95,163.80000000000001,197.4,null,600,2309,600,5,7]
[5,77.599999999999994,84,54.2,127.5,135.19999999999999,{"$f":"G3","v":40.950000000000003},44.1,56.7,93.45,103.95,163.80000000000001,197.4,null,700,2870,750]
[6,{"$f":"B7+$Q$15","v":89.199999999999989},{"$f":"C7+$T$15","v":95.6},{"$f":"+D7+8.1","v":62.300000000000004},{"$f":"E7+19.1","v":146.6},{"$f":"F7+$V$15","v":154},{"$f":"G7+1.12","v":42.07},{"$f":"H7+1.26","v":45.36},{"$f":"I7+1.95","v":58.650000000000006},{"$f":"J7+4.34","v":97.79},{"$f":"K7+5.04","v":108.99000000000001},{"$f":"L7+9.5","v":173.3},206.9,null,900,4764,900]
[7,100.79999999999998,107.19999999999999,70.400000000000006,165.7,172.8,43.19,46.62,60.600000000000009,102.13000000000001,114.03000000000002,{"$f":"L8+9.5","v":182.8},216.4,null,1000,5917,1000]
[8,112.39999999999998,118.79999999999998,78.5,184.79999999999998,191.60000000000002,44.309999999999995,47.879999999999995,62.550000000000011,106.47000000000001,119.07000000000002,{"$f":"L9+9.5","v":192.3},225.9]
[9,123.99999999999997,130.39999999999998,86.6,203.89999999999998,210.40000000000003,45.429999999999993,49.139999999999993,64.500000000000014,110.81000000000002,124.11000000000003,{"$f":"L10+9.5","v":201.8},235.4]
[10,135.59999999999997,141.99999999999997,94.699999999999989,222.99999999999997,229.20000000000005,46.54999999999999,50.399999999999991,66.450000000000017,115.15000000000002,129.15000000000003,{"$f":"L11+9.5","v":211.3},244.9]
[11,147.19999999999996,153.59999999999997,102.79999999999998,242.09999999999997,248.00000000000006,47.669999999999987,51.659999999999989,68.40000000000002,119.49000000000002,134.19000000000003,{"$f":"L12+9.5","v":220.8},254.4,null,null,"Earth,Gravel & Sand",null,null,"Metal",null,"Bricks"]
[12,158.79999999999995,165.19999999999996,110.89999999999998,261.2,266.80000000000007,48.789999999999985,52.919999999999987,70.350000000000023,123.83000000000003,139.23000000000002,{"$f":"L13+9.5","v":230.3},263.89999999999998]
[13,170.39999999999995,176.79999999999995,118.99999999999997,280.3,285.60000000000008,49.909999999999982,54.179999999999986,72.300000000000026,128.17000000000002,144.27000000000001,{"$f":"L14+9.5","v":239.8},273.39999999999998,null,null,"for Every km beyond 5 km up to  30 km",11.6,null,null,11.6,null,18.8]
[14,181.99999999999994,188.39999999999995,127.09999999999997,299.40000000000003,304.40000000000009,51.02999999999998,55.439999999999984,74.250000000000028,132.51000000000002,149.31,{"$f":"L15+9.5","v":249.3},282.89999999999998,null,null,"for Every km beyond  30 km",9.6999999999999993,null,null,9.6999999999999993,null,15.7]
[15,193.59999999999994,199.99999999999994,135.19999999999996,318.50000000000006,323.2000000000001,52.149999999999977,56.699999999999982,76.200000000000031,136.85000000000002,154.35,{"$f":"L16+9.5","v":258.8},292.39999999999998]
[16,205.19999999999993,211.59999999999994,143.29999999999995,337.60000000000008,342.00000000000011,53.269999999999975,57.95999999999998,78.150000000000034,141.19000000000003,159.38999999999999,{"$f":"L17+9.5","v":268.3},301.89999999999998]
[17,216.79999999999993,223.19999999999993,151.39999999999995,356.7000000000001,360.80000000000013,54.389999999999972,59.219999999999978,80.100000000000037,145.53000000000003,164.42999999999998,{"$f":"L18+9.5","v":277.8},311.39999999999998]
[18,228.39999999999992,234.79999999999993,159.49999999999994,375.80000000000013,379.60000000000014,55.50999999999997,60.479999999999976,82.05000000000004,149.87000000000003,169.46999999999997,{"$f":"L19+9.5","v":287.3},320.89999999999998]
[19,239.99999999999991,246.39999999999992,167.59999999999994,394.90000000000015,398.40000000000015,56.629999999999967,61.739999999999974,84.000000000000043,154.21000000000004,174.50999999999996,{"$f":"L20+9.5","v":296.8},330.4]
[20,251.59999999999991,257.99999999999994,175.69999999999993,414.00000000000017,417.20000000000016,57.749999999999964,62.999999999999972,85.950000000000045,158.55000000000004,179.54999999999995,{"$f":"L21+9.5","v":306.3},339.9]
[21,263.19999999999993,269.59999999999997,183.79999999999993,433.10000000000019,436.00000000000017,58.869999999999962,64.259999999999977,87.900000000000048,162.89000000000004,184.58999999999995,{"$f":"L22+9.5","v":315.8},349.4]
[22,274.79999999999995,281.2,191.89999999999992,452.20000000000022,454.80000000000018,59.989999999999959,65.519999999999982,89.850000000000051,167.23000000000005,189.62999999999994,{"$f":"L23+9.5","v":325.3},358.9]
[23,286.39999999999998,292.8,199.99999999999991,471.30000000000024,473.60000000000019,61.109999999999957,66.779999999999987,91.800000000000054,171.57000000000005,194.66999999999993,{"$f":"L24+9.5","v":334.8},368.4]
[24,298,304.40000000000003,208.09999999999991,490.40000000000026,492.4000000000002,62.229999999999954,68.039999999999992,93.750000000000057,175.91000000000005,199.70999999999992,{"$f":"L25+9.5","v":344.3},377.9]
[25,309.60000000000002,316.00000000000006,216.1999999999999,509.50000000000028,511.20000000000022,63.349999999999952,69.3,95.70000000000006,180.25000000000006,204.74999999999991,{"$f":"L26+9.5","v":353.8},387.4]
[26,321.20000000000005,327.60000000000008,224.2999999999999,528.60000000000025,530.00000000000023,64.469999999999956,70.56,97.650000000000063,184.59000000000006,209.78999999999991,{"$f":"L27+9.5","v":363.3},396.9]
[27,332.80000000000007,339.2000000000001,232.39999999999989,547.70000000000027,548.80000000000018,65.589999999999961,71.820000000000007,99.600000000000065,188.93000000000006,214.8299999999999,{"$f":"L28+9.5","v":372.8},406.4]
[28,344.40000000000009,350.80000000000013,240.49999999999989,566.8000000000003,567.60000000000014,66.709999999999965,73.080000000000013,101.55000000000007,193.27000000000007,219.86999999999989,{"$f":"L29+9.5","v":382.3},415.9]
[29,356.00000000000011,362.40000000000015,248.59999999999988,585.90000000000032,586.40000000000009,67.82999999999997,74.340000000000018,103.50000000000007,197.61000000000007,224.90999999999988,{"$f":"L30+9.5","v":391.8},425.4]
[30,367.60000000000014,374.00000000000017,256.69999999999987,605.00000000000034,605.20000000000005,68.949999999999974,75.600000000000023,105.45000000000007,201.95000000000007,229.94999999999987,{"$f":"L31+9.5","v":401.3},434.9]
[31,{"$f":"B32+$Q$16","v":377.30000000000013},{"$f":"C32+$T$16","v":383.70000000000016},{"$f":"+D32+6.8","v":263.49999999999989},{"$f":"E32+15.9","v":620.90000000000032},{"$f":"F32+$V$16","v":620.90000000000009},70.069999999999979,76.860000000000028,107.40000000000008,206.29000000000008,234.98999999999987,{"$f":"L32+9.5","v":410.8},444.4]
[32,387.00000000000011,393.40000000000015,270.2999999999999,636.8000000000003,636.60000000000014,71.189999999999984,78.120000000000033,109.35000000000008,210.63000000000008,240.02999999999986,{"$f":"L33+9.5","v":420.3},453.9]
[33,396.7000000000001,403.10000000000014,277.09999999999991,652.70000000000027,652.30000000000018,72.309999999999988,79.380000000000038,111.30000000000008,214.97000000000008,245.06999999999985,{"$f":"L34+9.5","v":429.8},463.4]
[34,406.40000000000009,412.80000000000013,283.89999999999992,668.60000000000025,668.00000000000023,73.429999999999993,80.640000000000043,113.25000000000009,219.31000000000009,250.10999999999984,{"$f":"L35+9.5","v":439.3},472.9]
[35,416.10000000000008,422.50000000000011,290.69999999999993,684.50000000000023,683.70000000000027,74.55,81.900000000000048,115.20000000000009,223.65000000000009,255.14999999999984,{"$f":"L36+9.5","v":448.8},482.4]
[36,425.80000000000007,432.2000000000001,297.49999999999994,700.4000000000002,699.40000000000032,75.67,83.160000000000053,117.15000000000009,227.99000000000009,260.18999999999983,{"$f":"L37+9.5","v":458.3},491.9]
[37,435.50000000000006,441.90000000000009,304.29999999999995,716.30000000000018,715.10000000000036,76.790000000000006,84.420000000000059,119.10000000000009,232.3300000000001,265.22999999999985,{"$f":"L38+9.5","v":467.8},501.4]
[38,445.20000000000005,451.60000000000008,311.09999999999997,732.20000000000016,730.80000000000041,77.910000000000011,85.680000000000064,121.0500000000001,236.6700000000001,270.26999999999987,{"$f":"L39+9.5","v":477.3},510.9]
[39,454.90000000000003,461.30000000000007,317.89999999999998,748.10000000000014,746.50000000000045,79.030000000000015,86.940000000000069,123.0000000000001,241.0100000000001,275.30999999999989,{"$f":"L40+9.5","v":486.8},520.4]
[40,464.6,471.00000000000006,324.7,764.00000000000011,762.2000000000005,80.15000000000002,88.200000000000074,124.9500000000001,245.35000000000011,280.34999999999991,{"$f":"L41+9.5","v":496.3},529.9]
[41,474.3,480.70000000000005,331.5,779.90000000000009,777.90000000000055,81.270000000000024,89.460000000000079,126.90000000000011,249.69000000000011,285.38999999999993,{"$f":"L42+9.5","v":505.8},539.4]
[42,484,490.40000000000003,338.3,795.80000000000007,793.60000000000059,82.390000000000029,90.720000000000084,128.85000000000011,254.03000000000011,290.42999999999995,{"$f":"L43+9.5","v":515.29999999999995},548.9]
[43,493.7,500.1,345.1,811.7,809.30000000000064,83.510000000000034,91.980000000000089,130.8000000000001,258.37000000000012,295.46999999999997,{"$f":"L44+9.5","v":524.79999999999995},558.4]
[44,503.4,509.8,351.90000000000003,827.6,825.00000000000068,84.630000000000038,93.240000000000094,132.75000000000009,262.71000000000009,300.51,{"$f":"L45+9.5","v":534.29999999999995},567.9]
[45,513.1,519.5,358.70000000000005,843.5,840.70000000000073,85.750000000000043,94.500000000000099,134.70000000000007,267.05000000000007,305.55,{"$f":"L46+9.5","v":543.79999999999995},577.4]
[46,522.80000000000007,529.20000000000005,365.50000000000006,859.4,856.40000000000077,86.870000000000047,95.760000000000105,136.65000000000006,271.39000000000004,310.59000000000003,{"$f":"L47+9.5","v":553.29999999999995},586.9]
[47,532.50000000000011,538.90000000000009,372.30000000000007,875.3,872.10000000000082,87.990000000000052,97.02000000000011,138.60000000000005,275.73,315.63000000000005,{"$f":"L48+9.5","v":562.79999999999995},596.4]
[48,542.20000000000016,548.60000000000014,379.10000000000008,891.19999999999993,887.80000000000086,89.110000000000056,98.280000000000115,140.55000000000004,280.07,320.67000000000007,{"$f":"L49+9.5","v":572.29999999999995},605.9]
[49,551.9000000000002,558.30000000000018,385.90000000000009,907.09999999999991,903.50000000000091,90.230000000000061,99.54000000000012,142.50000000000003,284.40999999999997,325.71000000000009,{"$f":"L50+9.5","v":581.79999999999995},615.4]
[50,561.60000000000025,568.00000000000023,392.7000000000001,922.99999999999989,919.20000000000095,91.350000000000065,100.80000000000013,144.45000000000002,288.74999999999994,330.75000000000011,{"$f":"L51+9.5","v":591.29999999999995},624.9]
[51,571.3000000000003,577.70000000000027,399.50000000000011,938.89999999999986,934.900000000001,92.47000000000007,102.06000000000013,146.4,293.08999999999992,335.79000000000013,{"$f":"L52+9.5","v":600.79999999999995},634.4]
[52,581.00000000000034,587.40000000000032,406.30000000000013,954.79999999999984,950.60000000000105,93.590000000000074,103.32000000000014,148.35,297.42999999999989,340.83000000000015,{"$f":"L53+9.5","v":610.29999999999995},643.9]
[53,590.70000000000039,597.10000000000036,413.10000000000014,970.69999999999982,966.30000000000109,94.710000000000079,104.58000000000014,150.29999999999998,301.76999999999987,345.87000000000018,{"$f":"L54+9.5","v":619.79999999999995},653.4]
[54,600.40000000000043,606.80000000000041,419.90000000000015,986.5999999999998,982.00000000000114,95.830000000000084,105.84000000000015,152.24999999999997,306.10999999999984,350.9100000000002,{"$f":"L55+9.5","v":629.29999999999995},662.9]
[55,610.10000000000048,616.50000000000045,426.70000000000016,1002.4999999999998,997.70000000000118,96.950000000000088,107.10000000000015,154.19999999999996,310.44999999999982,355.95000000000022,{"$f":"L56+9.5","v":638.79999999999995},672.4]
[56,619.80000000000052,626.2000000000005,433.50000000000017,1018.3999999999997,1013.4000000000012,98.070000000000093,108.36000000000016,156.14999999999995,314.78999999999979,360.99000000000024,{"$f":"L57+9.5","v":648.29999999999995},681.9]
[57,629.50000000000057,635.90000000000055,440.30000000000018,1034.2999999999997,1029.1000000000013,99.190000000000097,109.62000000000016,158.09999999999994,319.12999999999977,366.03000000000026,{"$f":"L58+9.5","v":657.8},691.4]
[58,639.20000000000061,645.60000000000059,447.10000000000019,1050.1999999999998,1044.8000000000013,100.3100000000001,110.88000000000017,160.04999999999993,323.46999999999974,371.07000000000028,{"$f":"L59+9.5","v":667.3},700.9]
[59,648.90000000000066,655.30000000000064,453.9000000000002,1066.0999999999999,1060.5000000000014,101.43000000000011,112.14000000000017,161.99999999999991,327.80999999999972,376.1100000000003,{"$f":"L60+9.5","v":676.8},710.4]
[60,658.6000000000007,665.00000000000068,460.70000000000022,1082,1076.2000000000014,102.55000000000011,113.40000000000018,163.9499999999999,332.14999999999969,381.15000000000032,{"$f":"L61+9.5","v":686.3},719.9]
[61,668.30000000000075,674.70000000000073,467.50000000000023,1097.9000000000001,1091.9000000000015,103.67000000000012,114.66000000000018,165.89999999999989,336.48999999999967,386.19000000000034,{"$f":"L62+9.5","v":695.8},729.4]
[62,678.0000000000008,684.40000000000077,474.30000000000024,1113.8000000000002,1107.6000000000015,104.79000000000012,115.92000000000019,167.84999999999988,340.82999999999964,391.23000000000036,{"$f":"L63+9.5","v":705.3},738.9]
[63,687.70000000000084,694.10000000000082,481.10000000000025,1129.7000000000003,1123.3000000000015,105.91000000000012,117.18000000000019,169.79999999999987,345.16999999999962,396.27000000000038,{"$f":"L64+9.5","v":714.8},748.4]
[64,697.40000000000089,703.80000000000086,487.90000000000026,1145.6000000000004,1139.0000000000016,107.03000000000013,118.4400000000002,171.74999999999986,349.50999999999959,401.3100000000004,{"$f":"L65+9.5","v":724.3},757.9]
[65,707.10000000000093,713.50000000000091,494.70000000000027,1161.5000000000005,1154.7000000000016,108.15000000000013,119.7000000000002,173.69999999999985,353.84999999999957,406.35000000000042,{"$f":"L66+9.5","v":733.8},767.4]
[66,716.80000000000098,723.20000000000095,501.50000000000028,1177.4000000000005,1170.4000000000017,109.27000000000014,120.96000000000021,175.64999999999984,358.18999999999954,411.39000000000044,{"$f":"L67+9.5","v":743.3},776.9]
[67,726.50000000000102,732.900000000001,508.3000000000003,1193.3000000000006,1186.1000000000017,110.39000000000014,122.22000000000021,177.59999999999982,362.52999999999952,416.43000000000046,{"$f":"L68+9.5","v":752.8},786.4]
[68,736.20000000000107,742.60000000000105,515.10000000000025,1209.2000000000007,1201.8000000000018,111.51000000000015,123.48000000000022,179.54999999999981,366.86999999999949,421.47000000000048,{"$f":"L69+9.5","v":762.3},795.9]
[69,745.90000000000111,752.30000000000109,521.9000000000002,1225.1000000000008,1217.5000000000018,112.63000000000015,124.74000000000022,181.4999999999998,371.20999999999947,426.5100000000005,{"$f":"L70+9.5","v":771.8},805.4]
[70,755.60000000000116,762.00000000000114,528.70000000000016,1241.0000000000009,1233.2000000000019,113.75000000000016,126.00000000000023,183.44999999999979,375.54999999999944,431.55000000000052,{"$f":"L71+9.5","v":781.3},814.9]
[71,765.30000000000121,771.70000000000118,535.50000000000011,1256.900000000001,1248.9000000000019,114.87000000000016,127.26000000000023,185.39999999999978,379.88999999999942,436.59000000000054,{"$f":"L72+9.5","v":790.8},824.4]
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["Loading",19.899999999999999,40,null,null,227.6]
["Unloading",9.9499999999999993,20,null,null,227.6]

{"sheet":"Basic data-1","index":31,"n_rows":129,"n_cols":10,"rows_kept":129,"cut":false,"hidden":true,"merged":[[89,0,89,1],[128,0,128,1],[11,6,12,6],[84,0,84,1],[85,0,85,1],[86,0,86,1],[87,0,87,1],[88,0,88,1],[79,0,79,1],[80,0,80,1],[81,0,81,1],[82,0,82,1],[83,0,83,1],[74,0,74,1],[75,0,75,1],[76,0,76,1],[77,0,77,1],[78,0,78,1],[69,0,69,1],[70,0,70,1],[71,0,71,1],[72,0,72,1],[73,0,73,1],[64,0,64,1],[65,0,65,1],[66,0,66,1],[67,0,67,1],[68,0,68,1],[59,0,59,1],[60,0,60,1],[61,0,61,1],[62,0,62,1],[63,0,63,1],[54,0,54,1],[55,0,55,1],[56,0,56,1],[57,0,57,1],[58,0,58,1],[49,0,49,1],[50,0,50,1],[51,0,51,1],[52,0,52,1],[53,0,53,1],[44,0,44,1],[45,0,45,1],[46,0,46,1],[47,0,47,1],[48,0,48,1],[0,0,0,6],[40,0,40,1],[41,0,41,1],[42,0,42,1],[43,0,43,1]]}
["  RATES  OF  MATERIALS  2017-2018  SoR       "]
["Page","SoR","S No","Name of the Material","Rate","Per","Reference"]
["P-7",35,1,"1st  Class Painter",535,"Day","R & Bridge works"]
["P-6",1,2,"1st  Class Barbender",585,"Day","R & Bridge works"]
["P-6",11,3,"1st  Class Mason, Brick Layer, Carpentor, Blacksmith",465,"Day","R & Bridge works"]
["P-8",35,4,"2nd Class Mason, Brick Layer, Carpentor, Blacksmith, painter &  Mate ",420,"Day","R & Bridge works"]
["P-8",3,5,"Man / Women Mazdoor",370,"Day","R & Bridge works"]
["P-256",4,6,"Diploma Engineer / Surveyor",675,"Day","labour wages"]
["P-12",71,6,"Mate ",425,"Day","R &B "]
["P-13",1,8,"Rough Stone for Masonary  OTG",160,"1  M3","Material & Work"]
["P-13",2,9,"225mm thick Revetment stone",144,"1  M3","Material & Work"]
["P-13",3,10,"300mm thick Apron stone",164,"1  M3"]
["P-13",12,11,"Rough Stone for Masonary  Granite, Trap",252,"1  M3"]
["P-16",45,12,"HBG /HBT   MORTH  2.36mm to  5 mm               ",293.35000000000002,"1  M3"]
["P16/14","46/25",13,"HBG /HBT   MORTH    5   to  7 mm                    ",480,"1  M3","6 mm (SS 5)",506.4]
[null,"47/26",14,"HBG /HBT   MORTH  9.5   to  11.2mm              ",624.75,"1  M3","10 mm (SS 5)",659.2]
["P16/15","48/27",15,"HBG /HBT   MORTH   12   to  14mm                ",742.85,"1  M3","12 mm (SS 5)",782.4]
[null,"49/28",16,"HBG /HBT   MORTH   19   to  22mm                 ",937.15,"1  M3"," 20 mm (SS 5)",986.4]
[null,"50/29",17,"HBG /HBT   MORTH   25   to  27mm                   ",899.05,"1  M3","25 mm (SS 5)",947.2]
[null,"51/30",18,"HBG /HBT   MORTH   40   to  45mm                ",560,"1  M3","40 mm (SS 5)",590.4]
["P17/15","52/31",19,"HBG /HBT   MORTH   50   to  55mm              ",434.3,"1  M3","50 mm (SS 5)",434.3]
[null,"53/32",20,"HBG /HBT   MORTH   60   to  63mm                 ",399.05,"1  M3","60 mm (SS 5)",399.05]
[null,"54/33",21,"HBG /HBT   MORTH   65mm                           ",360.95,"1  M3","65 mm (SS 5) ",360.95]
[null,"55/34",22,"HBG /HBT   MORTH   75mm                            ",289.5,"1  M3","75 mm (SS 5)",289.5]
["P-15",36,23,"Add Rs 70-00  towards Blasting charges item S No 12 to 22",70,"1  M3","Material & Work"]
["P-18",79,24,"Soling Stone 150mm Granite, Trap",95,"1  M3","Material & Work"]
["P-18",81,25,"Soling Stone 150mm OTG",66,"1  M3","Material & Work"]
["P-18",90,26,"Gravel ",110,"1  M3","Material & Work"]
["P-18",91,27,"Quarry Rubbish",84.75,"1  M3","Material & Work"]
["P-18",91,27,"Selected Earth",55,"1  M3","Material & Work"]
["P-18",92,28,"HBG Stone Chips 2.36 mm and below / Stone Dust",333,"1  M3","Material & Work"]
["P-19",93,29,"Sand for Mortar, Plastering, Ceiling coat including washing & Screening",170,"1  M3","Material & Work"]
["P-19",94,30,"Sand for Concrete",95,"1  M3","Material & Work"]
["P-19",95,31,"Sand for Filling, Blindage",95,"1  M3","Material & Work"]
["P-19",100,32,"Shell Lime Slaked and Screened",940,"1  M3","Material & Work"]
["P-19",101,33,"White Cement",27.95,"1 Kg","Material & Work"]
["P-20",109,34,"Clearing of Heavy Jungle",3.2,"1  M2","Material & Work"]
["P-20",110,35,"Clearing of Light Jungle / Scrub Jungle",2.8,"1  M2","Material & Work"]
["P-20",112,36,"Clearing Juliflora(prosafts) jungle including uprooting&removing of Juliflora stumps",4.4000000000000004,"1  M2","Material & Work"]
["P-20",113,37,"Uprooting&Removing of stumps of other kinds of trees includi stacking of girth 30-100cm",21,"Each","Material & Work"]
["BMT-A.01",null,38,"Clay Bricks 23  X 11  X  7 cm Non-Modular or Traditional size",4672,"1000 No","Blg"]
["BMT-A.02",null,39,"        -do-             19  X   9  X  9 cm  Modular or Traditional size",5256,"1000 No","Blg"]
["BMT-A.03",null,40,"Fly Ash Cement / Lime Solid Blocks 290 X 225 X 140 mm size",21,"Each","Blg"]
["BMT-B.01",null,41,"Kadapa slab 40mm thick not less than  0.457X0.457M",96,"1 M2","Blg"]
["BMT-B.02",null,42,"           -do-        50mm thick",110,"1 M2","Blg",null,null,{"$f":"3906+4915","v":8821}]
["BMT-B.06",null,43,"Black Polished Kadapa stone slab minimum 15mm th (0.457X0.457M)",1379,"10 M2","Blg",null,null,{"$f":"8821/2","v":4410.5}]
["BMT-B.07",null,44,"White Polished Betamcherla Marble minim 25mm th (0.254X0.254M)",3859,"10 M2","Blg"]
["BMT-B.08",null,45,"Bethamcherla Polished coloured  minimum 25mm th (0.254X0.254M)",2756,"10 M2","Blg"]
["BMT-C.01",null,46,"Ceramic Floor Tiles of not less than 7.3mm thick",null,"1 M2","Blg"]
["BMT-C.15",null,47,"Vitrified Polished Floor Glossy finish Tiles of size not < 598X598X8mm thi",null,"1 M2"]
["BMT-C.16",null,48,"Vitrified Polished Floor Regular finish Tiles of size not < 598X598X8mm thi",null,"1 M2","2-3M "]
["BMT-E.01",null,49,"Medium Teakwood Scantlings/Frames Size   upto 2M Rs 80094.00 / M3",2268,"1 Cft",3402,null,null,{"$f":"80094*0.02832","v":2268.26208}]
["BMT-E.04",null,50,"          -do-     Shutters or Planks any thickness        Rs 160189-00 / M3",4536,"1 Cft"]
["BMT-E.05",null,51,"Best Teakwood Scantlings/Frames Sizes   upto 2M  Rs 137941-00 / M3 ",3906,"1 Cft",4411,null,null,{"$f":"173539*0.02832","v":4914.6244800000004}]
["BMT-E.08",null,52,"          -do-     Shutters or Planks any thickness         Rs 173539-00 / M3",4915,"1 Cft","Blg"]
["BMT-E.15",null,53,"Sal Wood Scantlings or Frames or Sizes any length    Rs 51994-00 / M3",1472,"1 Cft","Blg"]
["BMT-E.16",null,54,"          -do-     Shutters or Planks any thickness          Rs 69327-00 / M3",1963,"1 Cft","Blg"]
["BMT-F.07",null,55,"Galvanized Steel Barbed wire Type A IOWA  / Type B Glidden",82,"1 Kg","Blg"]
["BMT-F.18",null,56,"Galvanized Iron Fly Proof wire mesh of not less than 20 gauge",217,"1 M2","Blg"]
["BMT-F.28",null,57,"Rabbit wire Mesh (Chicken Mesh) of not less than 30 gauge",17,"1 M2","Blg"]
["BMT-G.08",null,58,"Alluminium Tower bolt 150mm long",114,"Each","Blg"]
["BMT-H.01",null,59,"Impervious Water Proofing Powder Compound (Accoproof)",null,"1 Kg","Blg"]
["BMT-H.64",null,60,"Concrete Plasticizers",53,"1 Liter","Blg"]
["BMT-H.94",null,61,"Bitumen Solution primer",74,"1 Kg","Blg","M-146"]
["BMT-H.95",null,62,"Tar Felt Rain seal Felt / Zorifelt BT Sheet Type 2 Grade I",null,"1 M2","Blg"]
["BMT-J.01",null,63,"Cement Primer of interior Grade  I",165,"1 Kg","Blg"]
["BMT-J.02",null,64,"Cement Primer of exterior Grade  2",210,"1 Kg","Blg"]
["BMT-J.03",null,65,"Red Oxide iron Primer Paint for iron works Grade 1",123,"1 Liter","Blg"]
["BMT-J.05/06",null,66,"Wood Primer or Metal Paste (Putty) for Steel Work",123,"1Lt / 1Kg","Blg"]
["BMT-J.08",null,67,"White Lead ",113,"1 Kg","Blg"]
["BMT-J.11",null,68,"Linseed Oil",63,"1 Liter","Blg"]
["BMT-J.21",null,69,"Oil Bound Washable Distemper",90,"1 Kg","Blg"]
["BMT-J.23",null,70,"Synthatic polymer Laxuary  Plastic Emulsion Paint",367,"1 Litre","Blg"]
["BMT-J.25",null,71,"Synthatic Polymer acrylic Exterior Plastic Emulsion Paint",225,"1Litre","Blg"]
["BMT-J.24",null,71,"Water proof Cement Paint of Snowcem",53,"1 Kg","Blg"]
["BMT-J.26",null,72,"Water Proof Cement Paint Pack Snowcem Powder Rs 1375-00 / 25Kg",55,"1 Kg","Blg"]
["BMT-J.27",null,73,"Paint Grade White lime for wash Suryacem Powder Rs 600-00 / 25Kg",24,"1 Kg","Blg"]
["BMT-J.30",null,74,"Synthatic Enamil Paint Grade  I in all shades",276,"1 Liter","Blg"]
["BMT-J.40",null,75,"Wall Putty of White Cement Rs 875-00 / 20Kg",43.75,"1 Kg","Blg"]
["BMT-M.37",null,76,"Thermocole  Supply 12 mm thick",26,"1 M2","Blg"]
["BMT-M.53",null,77,"Supplying & Fixing of Plaster of Paris board 12mm thick",441,"1 M2","Blg"]
["BMT-N.48",null,78,"Supplying & Fixing of Fly Mesh Shutters of size 20X40mm FFM with SS",null,"1 M2","Blg"]
["BMT-U.02",null,79,"Joint filler Board 20mm thick",902,"1 M2","Blg"]
["BMM-V.14",null,80,"Labour charges Fabricating steel works,window Grills Excluding fixing",24,"1 kg","Blg"]
["BMM-V.15",null,81,"Labour charges for Fixing Window Grills in position",4,"1 kg","Blg"]
["BMS-W.15",null,82,"Cement Jali 25mm thick for Ventilators",226,"1 M2","Blg"]
["BMS-W.20",null,83,"Mastic Pad (0.60 X 1.2 M) of    1\" or 25.4mm thick",991,"1 M2","Blg"]
["BMS-W.21",null,84,"Mastic Pad (0.60 X 1.2 M) of 1/2\" or 12.7mm thick",568,"1 M2","Blg"]
["BMS-W.45",null,85,"Roofing with 0.5mm thick GI Profiled sheets fixed to Purlins ",799,"1 M2","Blg"]
["BMW-F.75",null,86,"S & F of  Nominal Bore 40mm ϕ GI Pipe Light Grade",436,"1 RM","Water Supply"]
["P-85","A",87,"Footings     SC (Mat 277 + Lab 473 ) = 750-00 Wooden Centering=Nil","-","1  M3","Blg"]
["P-85","C",88,"Pedastals, Pile Cap                 Steel Centering (Mat 315 + Lab 753 )       ",1068,"WC","Nil","1  M3"]
["P-85","D",89,"Plinth beam                            Steel Centering (Mat 1335 + Lab 1141 )       ",2476," WC","Nil","1  M3"]
["P-85","E",90,"Lintels          SC (Mat 1133+Lab 1211) = 2344  WC (Mat 760+Lab 953) =",1713,"1  M3","Blg"]
["P-85","F",91,"Sunshades  SC (Mat 224+Lab 186)= 410-00     WC (Mat 150+Lab 146) =",296,"1  M2","Blg"]
["P-85","G",92,"Columns    SC (Mat 341+Lab 1700)= 2041-00   WC (Mat 229+Lab 1338)=",1567,"1  M3","Blg"]
["P-85","H",93,"Beams       SC (Mat 2002+Lab 1426)= 3428-00WC (Mat 1342+Lab 1122)=",2464,"1  M3","Blg"]
["P-85","I",94,"Slab upto 150mm th SC (Mat 227+Lab 162)=389 WC (Mat 152+Lab 127)=",279,"1  M2","Blg"]
["P-85","J",95,"Slab 150-300mm  SC (Mat 233+Lab 166)= 399  WC (Mat 156+Lab 131)=",284,"1  M2","Blg"]
["P-85","A",96,"Scaffolding over Basement Brick/Stone Masonary (Mat 9.93 +Lab 61.83)=",{"$f":"61.83+9.93","v":71.759999999999991},"1  M2","Blg"]
["P-86","A",97,"Scaffolding over Basement for Plastering to Walls (Mat 0.99 + Lab 6.18=",{"$f":"6.18+0.99","v":7.17},"1  M2","Blg"]
["P-86","A",98,"Scaffolding over Basement for Ceiling Plastering (Mat 2.37 + Lab 12.55)=",{"$f":"12.55+2.37","v":14.920000000000002},"1  M2","Blg"]
["P-11",2,99,"Asphalt 80/100 grade",46,"1 Kg","Basic input Data"]
["P-11",3,100,"Binding wire",55,"1 Kg","Basic input Data"]
["P-12",15,101,"Curing Compound",130,"1 Liter","Basic input Data"]
["P-13",37,102,"GI Pipe 80mm ϕ B Class",490,"1 RM","Basic input Data"]
["P-13",41,103,"Hectometer Stone one line dressed",250,"Each","Basic input Data"]
["P-13",51,104,"Kilometer Stone one line dressed",475,"Each","Basic input Data"]
["P-13",61,105,"PVC Pipe of 100mm φ",175,"1 RM","Basic input Data"]
["P-14",70,106,"Super Plasticizer ",95,"1 Kg","Basic input Data"]
["P-14",72,107,"Synthatic adhesive ( Resin+ Hardener )",360,"1 Kg","Basic input Data"]
["P-14",73,108,"Tar felt joint filler board 12mm thick",415,"1 M2","Basic input Data"]
["P-14",74,109,"Tar felt joint filler board 20mm thick",630,"1 M2","Basic input Data"]
["P-14",80,110,"Water proofing Compound",80,"1 Kg","Basic input Data"]
["P-16",14,111,"MS Pipe 32mm φ",185,"1 RM","Basic input Data"]
["P-22",4,112,"Diesel",61.73,"1 Liter","Basic input Data"]
["P-23",10,113,"Petrole",71.680000000000007,"1 Liter","Basic input Data"]
["P-25","M011",114,"Fly Ash Confirming to IS 3812",72,"1  M3","Basic input Data"]
["P-28","M063",115,"Barbed wire",80,"1 Kg","Basic input Data"]
["P-29","M092",116,"Earth Cost excluding Seigniorage",55,"1  M3","Basic input Data"]
["P-29","M097",117,"Epoxy Primer",613,"1 Kg","Basic input Data"]
["P-29","M098",118,"Epoxy Resin - hardener mix for Prime Coat",633,"1 Kg","Basic input Data"]
["P-34","M188",119,"Un Slaked Lime",2616,"1 Ton","Basic input Data"]
["P-34","M189",120,"Water Charges Rs 103-00 in Urban Area and in Rural Area",77,"1 KLt","Basic input Data"]
["P-34","M192",121,"Chain Link Wire Mesh 8 Gauge (3mm) 2\"X2\" ( 50mm X 50mm )",252,"1 Kg","Basic input Data"]
["P-35",5,122,"Thinner",100,"1 Liter","Basic input Data"]
[null,null,null,"S/F of 125 Microns thick polythene Sheet by EE,PR. Markapur",15.25,"1 M2"]
["P-32","M-146",116,"Sealant Primer",148,"1 Kg","Basic input Data"]
["BMT-U.02",null,80,"Joint filler Board 20mm thick",902,"1 M2","Blg"]

{"sheet":"Basic data-2","index":32,"n_rows":59,"n_cols":11,"rows_kept":59,"cut":false,"hidden":true,"merged":[[1,0,1,7],[12,3,12,4]]}
[]
["Hire charges of Plant & Machinery for 16-17  w.e.f "]
[]
["Page","Ref","S.No","Item of the work","Quatturn per Day",null,"Rate","Per"]
["P-25",8,1,"Hire charges of Power roller per day of 8 hours  1101x8",null,null,{"$f":"1101*8","v":8808},"Day","HC P&M"]
[null,null,null,"WBM Roads  &  Other Roads"]
["P-22",160,1,"Loose 50 mm      Compacted to  40mm thick(1.5\")   ","740  Sqm",185,11.9,"10 M2 ","Mate & Work",null,{"$f":"8808/740*10","v":119.02702702702703}]
["P-23",161,2,"Loose 75 mm      Compacted to  50mm thick (2\")     ","650  Sqm",210,135.51,"10 M2 ","Mate & Work",null,{"$f":"8808/650*10","v":135.50769230769231}]
["P-23",162,3,"Loose 100 mm    Compacted to  75mm thick (3\")     ","560  Sqm",231,157.29,"10 M2 ","Mate & Work",null,{"$f":"8808/560*10","v":157.28571428571428}]
["P-23",163,4,"Loose 133 mm    Compacted to 100mm thick (4\")    ","490  Sqm",248.8,179.76,"10 M2 ","Mate & Work",null,{"$f":"8808/490*10","v":179.75510204081633}]
[null,null,5,"Soling  150mm thick (6\" thick) ","42.5 Cum",null,null,"1  M3"]
[null,null,6,"EW or Gravel or Sand Gravel Mix compaction","425  Cum",null,207.25,"10  M3",null,null,{"$f":"8808/425*10","v":207.24705882352941}]
[null,null,null,"BT Work & Other Bituminous Pavements "]
[null,null,1,"BTSD or BTWC or Mix Seal surfacing","465  Sqm",null,null,"10 M2 "]
[null,null,2,"Bituminous Macadam/Built up Spray grout 50mm thick","280  Sqm",null,null,"10 M2 "]
[null,null,3,"BTSC or Single coat BTSD with dry chips","930  Sqm",null,null,"10 M2 "]
[null,null,4,"Asphaltic concrete 40mm thick (1.5\")","125  Sqm"]
[null,null,5,"Bituminous Macadam 75mm thick (3\") ","200  Sqm"]
[null,null,6,"Sands seal coat or Pre Mixed Seal coat","930  Sqm"]
[null,null,7,"Semi-Dense Bituminous concrete 25mm thick","372  Sqm"]
[null,null,8,"Filling big pot holes or bitumenous built up Spray grout","  15  Cum"]
[null,null,9,"Filling small pot holes with pre Mixed stone aggregates","9.30 Cum"]
[null,null,10,"Lean Bitumenous macadam/Dense bitumenous macadam","14    Cum"]
["P-6",7,1,"Conveyance of Bitumen for Packed Rs 1.75 / KM per MT",{"$nulls":4},"R & Bridge works"]
["P-6",7,2,"Conveyance of Bitumen for Bulk     Rs 1.50 / KM per MT (Round the Trip Rs 3.00)",{"$nulls":4},"R & Bridge works"]
["P-25",2,1,"Dozar D 50 ",1407.3,"Hour",null,null,"HC P&M"]
["P-25",3,2,"Mortor Grader",2748,"Hour",null,null,"HC P&M"]
["P-25",4,3,"Hydraulic Excavator",2506.9,"Hour",null,null,"HC P&M"]
["P-27",5,6,"Front End Loader",1432,"Hour",null,null,"HC P&M"]
["P-25",6,4,"Tipper 5 Cum / 5.5 Cum",853.9,"Hour",null,null,"HC P&M"]
["P-25",7,5,"Vibratory Roller 8 Tonne",2421.5,"Hour",null,null,"HC P&M"]
["P-25",8,6,"Road Roller Diesel 10 Tonne/Smooth wheel roller",1137.9000000000001,"Hour",null,null,"HC P&M"]
["P-25",9,7,"Water tanker 8000 Liters",849.6,"Hour",null,null,"HC P&M"]
["P-25",10,8,"Water tanker 6000 Liters",588.5,"Hour",null,null,"HC P&M"]
["P-25",11,9,"Tractor Pulling",371.6,"Hour",null,null,"HC P&M"]
["P-25",12,10,"Tractor with Rotavator Scarifying",380.6,"Hour",null,null,"HC P&M"]
["P-25",14,11,"Air Compressor General purpose",447.9,"Hour",null,null,"HC P&M"]
["P-27",15,15,"Wet Mix Plant 60 TPH",1482]
["P-26",16,12,"Mechanical Broom Hydraulic Surface Cleaning",336.8,"Hour",null,null,"HC P&M"]
["P-26",18,13,"Emulsion pressure distributor applying emulsion tack coat",772.5,"Hour",null,null,"HC P&M"]
[null,null,null,"BITUMEN pressure distributor applying bITUMEN tack coat",1347.3]
["P-26",21,14,"Hot Mix Plant 60 TPH  Capacity",19491,"Hour",null,null,"HC P&M"]
["P-26",23,15,"Paver Finisher hydostatic with sensor controle100 TPH",2748.5,"Hour",null,null,"HC P&M"]
["P-26",29,16,"Bitumen boiler oil fired for Bitumen Spraying",196.7,"Hour",null,null,"HC P&M"]
["P-27",38,17,"Concrete Mixer 0.28 Cum",471.9,"Hour",null,null,"HC P&M"]
["P-27",38,18,"Concrete Mixer 1.00 Cum",594,"Hour",null,null,"HC P&M"]
["P-28",43,19,"Generator 30 KVA",868.2,"Hour",null,null,"HC P&M"]
["P-28",48,20,"Plate Compactor",52.1,"Hour",null,null,"HC P&M"]
["P-43",40,21,"Needle Vibrator 40mm (Petrole)",201.6,"Hour",null,null,"Machine Hire"]
["P-43",40,21,"Needle Vibrator 60mm (Petrole)",191.2,"Hour",null,null,"Machine Hire"]
[null,null,null,"RCC Pipes  Rate / 1M","300mm  ϕ","350mm  ϕ","450mm ϕ","600mm ϕ","700/750mm ϕ","900mm ϕ","1000mm ϕ"]
["P-20",null,1,"RCC NP 3 Plain ended Pipes intial cost",906,1117,1412,2309,2870,4764,5917]
["P-21",null,2,"RCC NP 3 Collors intial cost Each",142,176,267,417,561,832,1040]
["P-26",null,3,"Conveyance charges for NP3 P/E Pipes upto 5KM",40.950000000000003,44.1,56.7,93.45,103.95,163.80000000000001,197.4]
[null,null,null,"Rate for every addl 1 Km lead or part thereof",1.1200000000000001,1.26,1.95,4.34,5.04,9.5,9.5]
["P-22",null,4,"RCC NP 3 Socket and Spigot Pipes intial cost",1049,null,1635,2623,null,5571]
["P-27",null,5,"Conveyance charges for NP 3 S/S Pipes upto 5KM ",46,null,68,101,null,186]
[null,null,null,"Rate for every addl 1 Km lead or part thereof",1.45,null,3.15,4.84,null,9.56]
["P-58",null,6,"PVC Pressure Pipes 20mm ϕ 10 Kg /cm2",16,"1 M"]

{"sheet":"Sheet1","index":33,"n_rows":44,"n_cols":12,"rows_kept":44,"cut":false,"hidden":true,"merged":[]}
[]
[{"$nulls":7},0,16.8,null,{"$f":"I2-H2","v":16.8}]
[{"$nulls":7},{"$f":"I2+5.4","v":22.200000000000003},{"$f":"H3+40.2","v":62.400000000000006},{"$f":"H3-I2","v":5.4000000000000021},40.200000000000003]
[{"$nulls":7},{"$f":"I3+4.2","v":66.600000000000009},{"$f":"H4+22.2","v":88.800000000000011},4.2000000000000028,22.200000000000003]
[{"$nulls":7},{"$f":"I4+4.75","v":93.550000000000011},{"$f":"H5+36.8","v":130.35000000000002},4.75,36.800000000000011]
[{"$nulls":7},{"$f":"I5+6.8","v":137.15000000000003},{"$f":"H6+39.8","v":176.95000000000005},6.8000000000000114,39.800000000000011]
[null,null,null,"Length","L/S","R/S","Centre"]
[null,null,{"$f":"D8","v":1.1000000000000001},1.1000000000000001,0.1,7.0000000000000007E-2,0.1,{"$f":"(G8+E8)/2","v":0.1},{"$f":"(G8+F8)/2","v":8.5000000000000006E-2},{"$f":"(H8+I8)/2","v":9.2499999999999999E-2},{"$f":"(E8+F8+G8)/3","v":9.0000000000000011E-2},{"$f":"J8-K8","v":2.4999999999999883E-3}]
[null,null,{"$f":"C8+D9","v":6.1},5,0.1,7.0000000000000007E-2,0.1,0.1,8.5000000000000006E-2,9.2499999999999999E-2,9.0000000000000011E-2,2.4999999999999883E-3]
[null,null,11.1,5,0.1,7.0000000000000007E-2,0.1,0.1,8.5000000000000006E-2,9.2499999999999999E-2,9.0000000000000011E-2,2.4999999999999883E-3]
[null,null,16.100000000000001,5,0.1,7.0000000000000007E-2,0.1,0.1,8.5000000000000006E-2,9.2499999999999999E-2,9.0000000000000011E-2,2.4999999999999883E-3]
[null,null,21.1,5,0.1,7.0000000000000007E-2,0.1,0.1,8.5000000000000006E-2,9.2499999999999999E-2,9.0000000000000011E-2,2.4999999999999883E-3]
[null,null,26.1,5,0.1,7.0000000000000007E-2,0.1,0.1,8.5000000000000006E-2,9.2499999999999999E-2,9.0000000000000011E-2,2.4999999999999883E-3]
[null,null,31.1,5,0.13,7.0000000000000007E-2,0.1,0.115,8.5000000000000006E-2,0.1,0.10000000000000002,0]
[null,null,36.1,5,0.15,0.1,0.1,0.125,0.1,0.1125,0.11666666666666665,-4.1666666666666519E-3]
[null,null,41.1,5,7.0000000000000007E-2,7.0000000000000007E-2,0.12,9.5000000000000001E-2,9.5000000000000001E-2,9.5000000000000001E-2,8.666666666666667E-2,8.3333333333333315E-3]
[null,null,46.1,5,0.1,7.0000000000000007E-2,7.0000000000000007E-2,8.5000000000000006E-2,7.0000000000000007E-2,7.7500000000000013E-2,0.08,-2.4999999999999883E-3]
[null,null,51.1,5,0.2,0.1,0.09,0.14500000000000002,9.5000000000000001E-2,0.12000000000000001,0.13,-9.999999999999995E-3]
[null,null,56.1,5,0.15,0.13,0.16,0.155,0.14500000000000002,0.15000000000000002,0.1466666666666667,3.333333333333327E-3]
[null,null,61.1,5,0.2,0.18,0.16,0.18,0.16999999999999998,0.17499999999999999,0.18000000000000002,-5.0000000000000322E-3]
[null,null,66.099999999999994,5,0.23,0.18,0.19,0.21000000000000002,0.185,0.19750000000000001,0.20000000000000004,-2.50000000000003E-3]
[null,null,71.099999999999994,5,0.2,0.2,0.2,0.2,0.2,0.2,0.20000000000000004,0]
[null,null,76.099999999999994,5,0.18,0.28000000000000003,0.2,0.19,0.24000000000000002,0.21500000000000002,0.22,-4.9999999999999767E-3]
[null,null,81.099999999999994,5,0.23,0.23,0.18,0.20500000000000002,0.20500000000000002,0.20500000000000002,0.21333333333333335,-8.3333333333333315E-3]
[null,null,86.1,5,0.2,0.28000000000000003,0.18,0.19,0.23,0.21000000000000002,0.22,-9.9999999999999811E-3]
[null,null,91.1,5,0.28000000000000003,0.3,0.2,0.24000000000000002,0.25,0.245,0.26,-1.5000000000000013E-2]
[null,null,96.1,5,0.3,0.3,0.25,0.27500000000000002,0.27500000000000002,0.27500000000000002,0.28333333333333333,-8.3333333333333037E-3]
[null,null,101.1,5,0.23,0.25,0.25,0.24,0.25,0.245,0.24333333333333332,1.6666666666666774E-3]
[null,null,106.1,5,0.3,0.23,0.21,0.255,0.22,0.23749999999999999,0.24666666666666667,-9.1666666666666841E-3]
[null,null,111.1,5,0.25,0.23,0.25,0.25,0.24,0.245,0.24333333333333332,1.6666666666666774E-3]
[null,null,116.1,5,0.23,0.13,0.2,0.21500000000000002,0.16500000000000001,0.19,0.18666666666666668,3.333333333333327E-3]
[null,null,121.1,5,0.28000000000000003,0.13,0.17,0.22500000000000003,0.15000000000000002,0.18750000000000003,0.19333333333333336,-5.8333333333333293E-3]
[null,null,126.1,5,0.23,0.15,0.2,0.21500000000000002,0.17499999999999999,0.19500000000000001,0.19333333333333336,1.6666666666666496E-3]
[null,null,131.1,5,0.25,0.15,0.18,0.215,0.16499999999999998,0.19,0.19333333333333336,-3.3333333333333548E-3]
[null,null,136.1,5,0.25,0.15,0.15,0.2,0.15,0.17499999999999999,0.18333333333333335,-8.3333333333333592E-3]
[null,null,141.1,5,0.25,0.15,0.14000000000000001,0.19500000000000001,0.14500000000000002,0.17,0.18000000000000002,-1.0000000000000009E-2]
[null,null,146.1,5,0.23,0.1,0.14000000000000001,0.185,0.12000000000000001,0.1525,0.15666666666666668,-4.1666666666666796E-3]
[null,null,151.1,5,0.15,0.1,0.13,0.14000000000000001,0.115,0.1275,0.12666666666666668,8.3333333333332482E-4]
[null,null,156.1,5,0.18,0.1,0.06,0.12,0.08,0.1,0.11333333333333334,-1.3333333333333336E-2]
[null,null,161.1,5,0.25,7.0000000000000007E-2,0.05,0.15,6.0000000000000005E-2,0.105,0.12333333333333334,-1.833333333333334E-2]
[null,null,166.1,5,0.3,7.0000000000000007E-2,7.0000000000000007E-2,0.185,7.0000000000000007E-2,0.1275,0.14666666666666667,-1.9166666666666665E-2]
[null,null,171.1,5,0.37,7.0000000000000007E-2,0.05,0.21,6.0000000000000005E-2,0.13500000000000001,0.16333333333333333,-2.8333333333333321E-2]
[null,null,176.1,5,0.35,0.28000000000000003,0.1,0.22499999999999998,0.19,0.20749999999999999,0.24333333333333332,-3.5833333333333328E-2]
[null,null,null,{"$f":"SUM(D8:D43)","v":176.1}]

{"sheet":"transport","index":34,"n_rows":1205,"n_cols":32,"rows_kept":1205,"cut":false,"hidden":false,"merged":[[2,14,2,15],[0,0,0,8],[1,1,1,8],[2,8,2,9],[2,10,2,11],[2,12,2,13],[4,22,4,26],[2,16,2,17],[2,18,2,19],[2,20,2,21],[2,22,2,24],[3,22,3,24],[3,26,3,27]]}
["Lead Chart 2017-18"]
[null,"SS rate for 2020-21"]
["Lead ","Earth, Sand, Gravel","Metal, Stone","Shahabad Slabs","Slabs of 40 mm thickness per 1 Sqm","Slabs of 25 mm thickness per 1 Sqm","Slabs of 15 mm thickness  per 1 Sqm","M40 Grade 80 mm thick interlocking pavers","1000mm dia RCC pipes-Plain ended",null,"900mm dia RCC pipes-Plain ended",null,"700mm dia RCC pipes-Plain ended",null,"600mm dia RCC pipes-Plain ended",null,"1200mm dia RCC pipes-Plain ended",null,"300mm dia RCC pipes-Plain ended",null,"450mm dia RCC pipes-Plain ended",null,"The conveyance of bitumen for bulk and packed"]
[1,30.4,29.4,43.2,{"$f":"ROUND((D4*0.4)/10,2)","v":1.73},{"$f":"ROUND((D4*0.25)/10,2)","v":1.08},{"$f":"ROUND((D4*0.15)/10,2)","v":0.65},{"$f":"ROUND((D4*0.8)/10,2)","v":3.46},0.25,255.6,0.25,242.56,0.25,125.52,0.25,131.71,0.25,289.08,0.25,49.45,0.25,59.54,"Packed --- Rs. 1.75per Km/ MT",null,null,null,"P-8 of preamble-Roads&bridges"]
[2,42.6,41.1,60.4,{"$f":"ROUND((D5*0.4)/10,2)","v":2.42},{"$f":"ROUND((D5*0.25)/10,2)","v":1.51},{"$f":"ROUND((D5*0.15)/10,2)","v":0.91},{"$f":"ROUND((D5*0.8)/10,2)","v":4.83},0.5,{"$f":"+J4","v":255.6},0.5,{"$f":"+L4","v":242.56},0.5,{"$f":"+N4","v":125.52},0.5,131.71,0.5,{"$f":"+R4","v":289.08},0.5,{"$f":"+T4","v":49.45},0.5,{"$f":"+V4","v":59.54}," Bulk --- Rs. 1.65 per Km/ MT (round the trip)"]
[3,56.8,54.8,80.599999999999994,3.22,2.02,1.21,6.45,1,255.6,1,242.56,1,125.52,1,131.71,1,289.08,1,49.45,1,59.54]
[4,69,66.5,97.8,3.91,2.4500000000000002,1.47,7.82,2,255.6,2,242.56,2,125.52,2,131.71,2,289.08,2,49.45,2,59.54]
[5,81.099999999999994,78.3,115.1,4.5999999999999996,2.88,1.73,9.2100000000000009,3,255.6,3,242.56,3,125.52,3,131.71,3,289.08,3,49.45,3,59.54]
[6,{"$f":"B8+12.2","v":93.3},{"$f":"C8+11.7","v":90},{"$f":"D8+17.3","v":132.4},5.3,3.31,1.99,10.59,4,255.6,4,242.56,4,125.52,4,131.71,4,289.08,4,49.45,4,59.54]
[7,{"$f":"B9+12.2","v":105.5},{"$f":"C9+11.7","v":101.7},{"$f":"D9+17.3","v":149.70000000000002},5.99,3.74,2.25,11.98,5,255.6,5,242.56,5,125.52,5,131.71,5,289.08,5,49.45,5,59.54]
[8,117.7,113.4,167.00000000000003,6.68,4.18,2.5099999999999998,13.36,6,{"$f":"+J10+12.12","v":267.71999999999997},6,{"$f":"+L10+12.12","v":254.68},6,{"$f":"+N10+6.08","v":131.6},6,{"$f":"+P10+6.13","v":137.84},6,{"$f":"+R10+12.49","v":301.57},6,{"$f":"+T10+1.36","v":50.81},6,{"$f":"+V10+2.05","v":61.589999999999996},{"$nulls":9},{"$f":"77.6+25*11.6+70*9.7","v":1046.5999999999999}]
[9,129.9,125.10000000000001,184.30000000000004,7.37,4.6100000000000003,2.76,14.74,7,{"$f":"+J11+12.12","v":279.83999999999997},7,{"$f":"+L11+12.12","v":266.8},7,{"$f":"+N11+6.08","v":137.68},7,{"$f":"+P11+6.13","v":143.97},7,{"$f":"+R11+12.49","v":314.06},7,{"$f":"+T11+1.36","v":52.17},7,{"$f":"+V11+2.05","v":63.639999999999993}]
[10,142.1,136.80000000000001,201.60000000000005,8.06,5.04,3.02,16.13,8,291.95999999999998,8,278.92,8,143.76000000000002,8,150.1,8,326.55,8,53.53,8,65.69]
[11,154.29999999999998,148.5,218.90000000000006,8.76,5.47,3.28,17.510000000000002,9,304.08,9,291.04000000000002,9,149.84000000000003,9,156.22999999999999,9,339.04,9,54.89,9,67.739999999999995]
[12,166.49999999999997,160.19999999999999,236.20000000000007,9.4499999999999993,5.91,3.54,18.899999999999999,10,316.2,10,303.16000000000003,10,155.92000000000004,10,162.35999999999999,10,351.53000000000003,10,56.25,10,69.789999999999992]
[13,178.69999999999996,171.89999999999998,253.50000000000009,10.14,6.34,3.8,20.28,11,328.32,11,315.28000000000003,11,162.00000000000006,11,168.48999999999998,11,364.02000000000004,11,57.61,11,71.839999999999989]
[14,190.89999999999995,183.59999999999997,270.80000000000007,10.83,6.77,4.0599999999999996,21.66,12,340.44,12,327.40000000000003,12,168.08000000000007,12,174.61999999999998,12,376.51000000000005,12,58.97,12,73.889999999999986]
[15,203.09999999999994,195.29999999999995,288.10000000000008,11.52,7.2,4.32,23.05,13,352.56,13,339.52000000000004,13,174.16000000000008,13,180.74999999999997,13,389.00000000000006,13,60.33,13,75.939999999999984]
[16,215.29999999999993,206.99999999999994,305.40000000000009,12.22,7.64,4.58,24.43,14,364.68,14,351.64000000000004,14,180.24000000000009,14,186.87999999999997,14,401.49000000000007,14,61.69,14,77.989999999999981]
[17,227.49999999999991,218.69999999999993,322.7000000000001,12.91,8.07,4.84,25.82,15,376.8,15,363.76000000000005,15,186.32000000000011,15,193.00999999999996,15,413.98000000000008,15,63.05,15,80.039999999999978]
[18,239.6999999999999,230.39999999999992,340.00000000000011,13.6,8.5,5.0999999999999996,27.2,16,388.92,16,375.88000000000005,16,192.40000000000012,16,199.13999999999996,16,426.47000000000008,16,64.41,16,82.089999999999975]
[19,251.89999999999989,242.09999999999991,357.30000000000013,14.29,8.93,5.36,28.58,17,401.04,17,388.00000000000006,17,198.48000000000013,17,205.26999999999995,17,438.96000000000009,17,65.77,17,84.139999999999972]
[20,264.09999999999991,253.7999999999999,374.60000000000014,14.98,9.3699999999999992,5.62,29.97,18,413.16,18,400.12000000000006,18,204.56000000000014,18,211.39999999999995,18,451.4500000000001,18,67.13,18,86.189999999999969]
[21,276.2999999999999,265.49999999999989,391.90000000000015,15.68,9.8000000000000007,5.88,31.35,19,425.28000000000003,19,412.24000000000007,19,210.64000000000016,19,217.52999999999994,19,463.94000000000011,19,68.489999999999995,19,88.239999999999966]
[22,288.49999999999989,277.19999999999987,409.20000000000016,16.37,10.23,6.14,32.74,20,437.40000000000003,20,424.36000000000007,20,216.72000000000017,20,223.65999999999994,20,476.43000000000012,20,69.849999999999994,20,90.289999999999964]
[23,300.69999999999987,288.89999999999986,426.50000000000017,17.059999999999999,10.66,6.4,34.119999999999997,21,449.52000000000004,21,436.48000000000008,21,222.80000000000018,21,229.78999999999994,21,488.92000000000013,21,71.209999999999994,21,92.339999999999961]
[24,312.89999999999986,300.59999999999985,443.80000000000018,17.75,11.1,6.66,35.5,22,461.64000000000004,22,448.60000000000008,22,228.88000000000019,22,235.91999999999993,22,501.41000000000014,22,72.569999999999993,22,94.389999999999958]
[25,325.09999999999985,312.29999999999984,461.10000000000019,18.440000000000001,11.53,6.92,36.89,23,473.76000000000005,23,460.72000000000008,23,234.96000000000021,23,242.04999999999993,23,513.90000000000009,23,73.929999999999993,23,96.439999999999955]
[26,337.29999999999984,323.99999999999983,478.4000000000002,19.14,11.96,7.18,38.270000000000003,24,485.88000000000005,24,472.84000000000009,24,241.04000000000022,24,248.17999999999992,24,526.3900000000001,24,75.289999999999992,24,98.489999999999952]
[27,349.49999999999983,335.69999999999982,495.70000000000022,19.829999999999998,12.39,7.44,39.659999999999997,25,498.00000000000006,25,484.96000000000009,25,247.12000000000023,25,254.30999999999992,25,538.88000000000011,25,76.649999999999991,25,100.53999999999995]
[28,361.69999999999982,347.39999999999981,513.00000000000023,20.52,12.83,7.7,41.04,26,510.12000000000006,26,497.0800000000001,26,253.20000000000024,26,260.43999999999994,26,551.37000000000012,26,78.009999999999991,26,102.58999999999995]
[29,373.89999999999981,359.0999999999998,530.30000000000018,21.21,13.26,7.95,42.42,27,522.24,27,509.2000000000001,27,259.28000000000026,27,266.56999999999994,27,563.86000000000013,27,79.36999999999999,27,104.63999999999994]
[30,386.0999999999998,370.79999999999978,547.60000000000014,21.9,13.69,8.2100000000000009,43.81,28,534.36,28,521.32000000000005,28,265.36000000000024,28,272.69999999999993,28,576.35000000000014,28,80.72999999999999,28,106.68999999999994]
[31,{"$f":"B33+10.1","v":396.19999999999982},{"$f":"C33+9.8","v":380.5999999999998},{"$f":"D33+14.4","v":562.00000000000011},22.48,14.05,8.43,44.96,29,546.48,29,533.44000000000005,29,271.44000000000023,29,278.82999999999993,29,588.84000000000015,29,82.089999999999989,29,108.73999999999994]
[32,{"$f":"B34+10.1","v":406.29999999999984},{"$f":"C34+9.8","v":390.39999999999981},{"$f":"D34+14.4","v":576.40000000000009},23.06,14.41,8.65,46.11,30,558.6,30,545.56000000000006,30,277.52000000000021,30,284.95999999999992,30,601.33000000000015,30,83.449999999999989,30,110.78999999999994]
[33,416.39999999999986,400.19999999999982,590.80000000000007,23.63,14.77,8.86,47.26,31,570.72,31,557.68000000000006,31,283.60000000000019,31,291.08999999999992,31,613.82000000000016,31,84.809999999999988,31,112.83999999999993]
[34,426.49999999999989,409.99999999999983,605.20000000000005,24.21,15.13,9.08,48.42,32,582.84,32,569.80000000000007,32,289.68000000000018,32,297.21999999999991,32,626.31000000000017,32,86.169999999999987,32,114.88999999999993]
[35,436.59999999999991,419.79999999999984,619.6,24.78,15.49,9.2899999999999991,49.57,33,594.96,33,581.92000000000007,33,295.76000000000016,33,303.34999999999991,33,638.80000000000018,33,87.529999999999987,33,116.93999999999993]
[36,446.69999999999993,429.59999999999985,634,25.36,15.85,9.51,50.72,34,607.08000000000004,34,594.04000000000008,34,301.84000000000015,34,309.4799999999999,34,651.29000000000019,34,88.889999999999986,34,118.98999999999992]
[37,456.79999999999995,439.39999999999986,648.4,25.94,16.21,9.73,51.87,35,619.20000000000005,35,606.16000000000008,35,307.92000000000013,35,315.6099999999999,35,663.7800000000002,35,90.249999999999986,35,121.03999999999992]
[38,466.9,449.19999999999987,662.8,26.51,16.57,9.94,53.02,36,631.32000000000005,36,618.28000000000009,36,314.00000000000011,36,321.7399999999999,36,676.27000000000021,36,91.609999999999985,36,123.08999999999992]
[39,477,458.99999999999989,677.19999999999993,27.09,16.93,10.16,54.18,37,643.44000000000005,37,630.40000000000009,37,320.0800000000001,37,327.86999999999989,37,688.76000000000022,37,92.969999999999985,37,125.13999999999992]
[40,487.1,468.7999999999999,691.59999999999991,27.66,17.29,10.37,55.33,38,655.56000000000006,38,642.5200000000001,38,326.16000000000008,38,333.99999999999989,38,701.25000000000023,38,94.329999999999984,38,127.18999999999991]
[41,497.20000000000005,478.59999999999991,705.99999999999989,28.24,17.649999999999999,10.59,56.48,39,667.68000000000006,39,654.6400000000001,39,332.24000000000007,39,340.12999999999988,39,713.74000000000024,39,95.689999999999984,39,129.23999999999992]
[42,507.30000000000007,488.39999999999992,720.39999999999986,28.82,18.010000000000002,10.81,57.63,40,679.80000000000007,40,666.7600000000001,40,338.32000000000005,40,346.25999999999988,40,726.23000000000025,40,97.049999999999983,40,131.28999999999994]
[43,517.40000000000009,498.19999999999993,734.79999999999984,29.39,18.37,11.02,58.78,41,691.92000000000007,41,678.88000000000011,41,344.40000000000003,41,352.38999999999987,41,738.72000000000025,41,98.409999999999982,41,133.33999999999995]
[44,527.50000000000011,507.99999999999994,749.19999999999982,29.97,18.73,11.24,59.94,42,704.04000000000008,42,691.00000000000011,42,350.48,42,358.51999999999987,42,751.21000000000026,42,99.769999999999982,42,135.38999999999996]
[45,537.60000000000014,517.79999999999995,763.5999999999998,30.54,19.09,11.45,61.09,43,716.16000000000008,43,703.12000000000012,43,356.56,43,364.64999999999986,43,763.70000000000027,43,101.12999999999998,43,137.43999999999997]
[46,547.70000000000016,527.59999999999991,777.99999999999977,31.12,19.45,11.67,62.24,44,728.28000000000009,44,715.24000000000012,44,362.64,44,370.77999999999986,44,776.19000000000028,44,102.48999999999998,44,139.48999999999998]
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[29,"KM",457,441.3,733.1,36.56]
[30,"KM",471.9,455.7,757,37.75]
[31,"KM",484.3,467.7,776.9,38.74]
[32,"KM",496.7,479.7,796.8,39.74]
[33,"KM",509.1,491.7,816.7,40.729999999999997]
[34,"KM",521.5,503.7,836.6,41.72]
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[36,"KM",546.29999999999995,527.70000000000005,876.4,43.7]
[37,"KM",558.70000000000005,539.70000000000005,896.3,44.7]
[38,"KM",571.1,551.70000000000005,916.2,45.69]
[39,"KM",583.5,563.70000000000005,936.1,46.68]
[40,"KM",595.9,575.70000000000005,956,47.67]
[41,"KM",608.29999999999995,587.70000000000005,975.9,48.66]
[42,"KM",620.70000000000005,599.70000000000005,995.8,49.66]
[43,"KM",633.1,611.70000000000005,1015.7,50.65]
[44,"KM",645.5,623.70000000000005,1035.5999999999999,51.64]
[45,"KM",657.9,635.70000000000005,1055.5,52.63]
[46,"KM",670.3,647.70000000000005,1075.4000000000001,53.62]
[47,"KM",682.7,659.7,1095.3,54.62]
[48,"KM",695.1,671.7,1115.2,55.61]
[49,"KM",707.5,683.7,1135.0999999999999,56.6]
[50,"KM",719.9,695.7,1155,57.59]
[51,"KM",732.3,707.7,1174.9000000000001,58.58]
[52,"KM",744.7,719.7,1194.8,59.58]
[53,"KM",757.099999999999,731.7,1214.7,60.57]
[54,"KM",769.49999999999898,743.7,1234.5999999999999,61.56]
[55,"KM",781.89999999999895,755.7,1254.5,62.55]
[56,"KM",794.29999999999905,767.7,1274.4000000000001,63.54]
[57,"KM",806.69999999999902,779.7,1294.3,64.540000000000006]
[58,"KM",819.099999999999,791.7,1314.2,65.53]
[59,"KM",831.49999999999898,803.7,1334.1,66.52]
[60,"KM",843.89999999999895,815.7,1354,67.510000000000005]
[61,"KM",856.3,827.7,1125.7,68.5]
[62,"KM",868.7,839.7,1142,69.5]
[63,"KM",881.1,851.7,1158.3,70.489999999999995]
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[65,"KM",905.9,875.7,1190.9000000000001,72.47,null,null,"Un Loading by Manual means without idle charges",{"$nulls":8},"9-95","20-00",null,"54-90"]
[66,"KM",918.3,887.7,1207.2,73.459999999999994,null,null,"Loading by Manual means with idle charges",{"$nulls":8},105.5,125.5,null,205.7]
[67,"KM",930.70000000000095,899.7,1223.5,{"$f":"ROUND((C69*0.8)/10,2)","v":74.459999999999994},null,null,"Un Loading by Manual means with idle charges",{"$nulls":8},38.4,62.75,null,205.7]
[68,"KM",943.10000000000105,911.7,1239.8,75.45]
[69,"KM",955.50000000000102,923.7,1256.0999999999999,76.44]
[70,"KM",967.900000000001,935.7,1272.4000000000001,77.430000000000007]
[71,"KM",980.30000000000098,947.7,1288.7,78.42]
[72,"KM",992.70000000000095,959.7,1305,79.42]
[73,"KM",1005.1,971.7,1321.3,80.41]
[74,"KM",1017.5,983.7,1337.6,81.400000000000006]
[75,"KM",1029.9000000000001,995.7,1353.9,82.39]
[76,"KM",1042.3,1007.7,1370.2,83.38]
[77,"KM",1054.7,1019.7,1386.5,84.38]
[78,"KM",1067.0999999999999,1031.7,1402.8,85.37]
[79,"KM",1079.5,1043.7,1419.1,86.36]
[80,"KM",1091.9000000000001,1055.7,1435.4,87.35]
[81,"KM",1104.3,1067.7,1451.7,88.34]
[82,"KM",1116.7,1079.7,1468,89.34]
[83,"KM",1129.0999999999999,1091.7,1484.3,90.33]
[84,"KM",1141.5,1103.7,1500.6,91.32]
[85,"KM",1153.9000000000001,1115.7,1516.9,92.31]
[86,"KM",1166.3,1127.7,1533.2,93.3]
[87,"KM",1178.7,1139.7,1549.5,94.3]
[88,"KM",1191.0999999999999,1151.7,1565.8,95.29]
[89,"KM",1203.5,1163.7,1582.1,96.28]
[90,"KM",1215.9000000000001,1175.7,1598.4,97.27]
[91,"KM",1228.3,1187.7,1614.7,98.26]
[92,"KM",1240.7,1199.7,1631,99.26]
[93,"KM",1253.0999999999999,1211.7,1647.3,100.25]
[94,"KM",1265.5,1223.7,1663.6,101.24]
[95,"KM",1277.9000000000001,1235.7,1679.9,102.23]
[96,"KM",1290.3,1247.7,1696.2,103.22]
[97,"KM",1302.7,1259.7,1712.5,104.22]
[98,"KM",1315.1,1271.7,1728.8,105.21]
[99,"KM",1327.5,1283.7,1745.1,106.2]
[100,"KM",1339.9,1295.7,1761.4,107.19]
[101,"KM",1352.3,1307.7,1777.7,108.18]
[102,"KM",1364.7,1319.7,1794,109.18]
[103,"KM",1377.1,1331.7,1810.3,110.17]
[104,"KM",1389.5,1343.7,1826.6,111.16]
[105,"KM",1401.9,1355.7,1842.9,112.15]
[106,"KM",1414.3,1367.7,1859.2,113.14]
[107,"KM",1426.7,1379.7,1875.5,114.14]
[108,"KM",1439.1,1391.7,1891.8,115.13]
[109,"KM",1451.5,1403.7,1908.1,116.12]
[110,"KM",1463.9,1415.7,1924.4,117.11]
[111,"KM",1476.3,1427.7,1940.7,118.1]
[112,"KM",1488.7,1439.7,1957,119.1]
[113,"KM",1501.1,1451.7,1973.3,120.09]
[114,"KM",1513.50000000001,1463.7,1989.6,121.08]
[115,"KM",1525.9000000000101,1475.7,2005.9,122.07]
[116,"KM",1538.3,1487.7,2022.2,123.06]
[117,"KM",1550.7,1499.7,2038.5,124.06]
[118,"KM",1563.1,1511.7,2054.8000000000002,125.05]
[119,"KM",1575.50000000001,1523.7,2071.1,126.04]
[120,"KM",1587.9000000000101,1535.7,2087.4,127.03]
[121,"KM",{"$f":"C122+12","v":1599.9000000000101},{"$f":"D122+11.6","v":1547.3},{"$f":"E122+19.3","v":2106.7000000000003},127.99]
[122,"KM",1611.9000000000101,1558.8999999999999,2126.0000000000005,128.94999999999999]
[123,"KM",1623.9000000000101,1570.4999999999998,2145.3000000000006,129.91]
[124,"KM",1635.9000000000101,1582.0999999999997,2164.6000000000008,130.87]
[125,"KM",1647.9000000000101,1593.6999999999996,2183.900000000001,131.83000000000001]
[126,"KM",1659.9000000000101,1605.2999999999995,2203.2000000000012,132.79]
[127,"KM",1671.9000000000101,1616.8999999999994,2222.5000000000014,133.75]
[128,"KM",1683.9000000000101,1628.4999999999993,2241.8000000000015,134.71]
[129,"KM",1695.9000000000101,1640.0999999999992,2261.1000000000017,135.66999999999999]
[130,"KM",1707.9000000000101,1651.6999999999991,2280.4000000000019,136.63]
[131,"KM",1719.9000000000101,1663.299999999999,2299.7000000000021,{"$f":"ROUND((C133*0.8)/10,2)","v":137.59}]
[132,"KM",1731.9000000000101,1674.899999999999,2319.0000000000023,138.55000000000001]
[133,"KM",1743.9000000000101,1686.4999999999989,2338.3000000000025,139.51]
[134,"KM",1755.9000000000101,1698.0999999999988,2357.6000000000026,140.47]
[135,"KM",1767.9000000000101,1709.6999999999987,2376.9000000000028,141.43]
[136,"KM",1779.9000000000101,1721.2999999999986,2396.200000000003,142.38999999999999]
[137,"KM",1791.9000000000101,1732.8999999999985,2415.5000000000032,143.35]
[138,"KM",1803.9000000000101,1744.4999999999984,2434.8000000000034,144.31]
[139,"KM",1815.9000000000101,1756.0999999999983,2454.1000000000035,145.27000000000001]
[140,"KM",1827.9000000000101,1767.6999999999982,2473.4000000000037,146.22999999999999]
[141,"KM",1839.9000000000101,1779.2999999999981,2492.7000000000039,147.19]
[142,"KM",1851.9000000000101,1790.899999999998,2512.0000000000041,148.15]
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[145,"KM",1887.9000000000101,1825.6999999999978,2569.9000000000046,151.03]
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[147,"KM",1911.9000000000101,1848.8999999999976,2608.500000000005,152.94999999999999]
[148,"KM",1923.9000000000101,1860.4999999999975,2627.8000000000052,153.91]
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[]
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[null,"Unloding",0,0,213.53,null,null,242.6]
[]
[null,"Seigniorage",45,90,80]
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{"sheet":" Duggirala Villages","index":38,"n_rows":20,"n_cols":11,"rows_kept":20,"cut":false,"hidden":false,"merged":[[0,0,0,5]]}
["DUGGIRALA"]
["Sl.No","Village","Sand","Metal","Bricks","Gravel","Flyash Bricks"]
[1,"Ch.V.Palem",15,40,34,26]
[2,"Chiluvuru",13,43,37,29]
[3,"ChinaPalem",12,44,40,32]
[4,"Chintalapudi",19,33,28,20]
[5,"Duggirala",18,34,30,22]
[6,"Emani",17,38,32,24]
[7,"Godavarru",3,50,47,37]
[8,"Kantamrajukonduru",19,39,35,28]
[9,"Manchikla Pudi",17,38,34,26]
[10,"Morampudi",17,37,33,25]
[11,"Pedapalem",9,44,40,32]
[12,"Pedkonduru",3,47,42,34,{"$nulls":4}," "]
[13,"Penumuli",20,38,32,24]
[14,"Perakalapudi",12,42,38,30]
[15,"Revendrapadu",10,46,43,32]
[16,"Srungarapuram",10,46,42,34]
[17,"Thummapudi",12,42,36,28]
[18,"Veerlapalem",3,44,45,34]