{"text_format":"3","workbook":"xlsx","n_sheets":49,"sheets":["Titel","Rate List","Earth Works","Sub Base & Base","Asphalt Premix  with Equipments","Asphalt Premix","Asphalt Premix (2)","Prime Coat","Kerb Stone","Edge Stone","Tuff Paver","Excavation","Excavation and Back Filling","Concrete Rates","Steel G-60","Brick Works","C.Plaster 13mm","C.Plaster 13mm-1","C.Plaster 13mm-1 Sub-Con","Stucking","Fountain TILE","SAND CUSHION","SAND FILLING IN PARK","Filling of Earth in Park","Marble Tiles"," BRICK BAT "," Granite,. Tiles Floor & Walll ","Bitumen Coating","Aprom jali","R.C.C PIPE","Water Supply","Plumbing Items","MS PIPE","Light Pole Foundation","CABLES RATE","Pole","Light Fixture","Tranformer Pad Foundations ","Material Calculation","Material Rates","C.Mortor13mm thick","Material","Water Supply  Valve Chamber","Tiles  Material Analysis","M.H 4'dia (Type-I)","M.H 5'dia (Type-VI","M.H 6.5'dia (Type-VII","Material Rates ","LAbor RATE GRANITE STAIR STEP"],"not_rendered":{"images":1,"external_links":17,"defined_names":2586},"read":"whole","date_system":"1900"}

{"sheet":"Titel","index":0,"n_rows":5,"n_cols":1,"rows_kept":5,"merged":[[0,0,0,2],[1,0,1,2],[2,0,2,2],[3,0,3,2],[4,0,4,2],[5,0,5,2],[6,0,6,2]]}
["CIVIL ENGINEER VERSE"]
["All Rates On Base NHA  Analysis"]
["Civil Work / Utillity Works / Plumbing Work / Electric Work"]
["TITEL PAGE OF"]
["UNIT RATE ANALYSIS"]

{"sheet":"Rate List","index":1,"n_rows":112,"n_cols":11,"rows_kept":112}
["Project Name "]
["LIST OF SELLING RATES"]
[]
["Sr.\nNo.","Description ","Unit ","Basic Rate (Rs.)","25% Overhead  , Profit (Rs.)","Composit Rate (Rs.)","Rate Analysis Sheet Link","Remarks"]
[null,"CIVIL ITEMS"]
[null,"Earth Work"]
[1,"Site Clearance","Sft",{"$f":"'Earth Works'!G35","v":{"v":0.9953531598513012,"d":"1.00"}},{"$f":"+D7*25%","v":{"v":0.2488382899628253,"d":"0.25"}},{"$f":"SUM(D7:E7)","v":{"v":1.2441914498141267,"d":"1.24"}},"Click Here"]
[{"$f":"A7+1","v":2},"Clearing & Grubbing","Sft",{"$f":"'Earth Works'!G72","v":{"v":1.3057620817843867,"d":"1.31"}},{"v":0.32644052044609667,"d":"0.33"},{"v":1.6322026022304834,"d":"1.63"},"Click Here"]
[{"$f":"A8+1","v":3},"Structural Excavation","Cft",{"$f":"Excavation!G32","v":5.77},{"v":1.4425,"d":"1.44"},{"v":7.2124999999999995,"d":"7.21"},"Click Here"]
[4,"Excavation & Backfill","Cft",{"$f":"'Excavation and Back Filling'!G38","v":8.61},{"v":2.1525,"d":"2.15"},{"v":10.7625,"d":"10.76"},"Click Here"]
[5,"Natural Ground Compaction","Sft",{"$f":"'Earth Works'!G109","v":{"v":1.2053903345724908,"d":"1.21"}},{"v":0.3013475836431227,"d":"0.30"},{"v":1.5067379182156135,"d":"1.51"},"Click Here"]
[6,"Filling / Embankment","Cft",{"$f":"'Earth Works'!G151","v":{"v":9.267553793884485,"d":"9.27"}},{"v":2.316888448471121,"d":"2.32"},{"v":11.584442242355607,"d":"11.58"},"Click Here"]
[7,"Sub Grade Preparation","Sft",{"$f":"'Earth Works'!G192","v":{"v":5.318773234200743,"d":"5.32"}},{"v":1.3296933085501859,"d":"1.33"},{"v":6.6484665427509295,"d":"6.65"},"Click Here"]
[null,"Sub Base & Base Course"]
[{"$f":"A13+1","v":8},"Sub Base Course","Cft",{"$f":"'Sub Base & Base'!G40","v":58.07},{"$f":"+D15*25%","v":{"v":14.5175,"d":"14.52"}},{"$f":"SUM(D15:E15)","v":{"v":72.5875,"d":"72.59"}},"Click Here"]
[{"$f":"A15+1","v":9},"Aggregate Base Course","Cft",{"$f":"+'Sub Base & Base'!G83","v":67.52},{"$f":"+D16*25%","v":16.88},{"$f":"SUM(D16:E16)","v":{"v":84.39999999999999,"d":"84.40"}},"Click Here"]
[10,"Asphalt Base ","Cft",{"$f":"'Asphalt Premix'!G55","v":{"v":398.33735863741936,"d":"398.34"}},{"v":99.58433965935484,"d":"99.58"},{"v":497.9216982967742,"d":"497.92"},"Click Here"]
[11,"Premix Asphalt (Street /Lane)","Cft",{"$f":"D17","v":{"v":398.33735863741936,"d":"398.34"}},{"v":99.58433965935484,"d":"99.58"},{"v":497.9216982967742,"d":"497.92"},"Click Here"]
[12,"Prime Coat","Sft",{"$f":"'Prime Coat'!G40","v":{"v":6.603159851301115,"d":"6.60"}},{"v":1.6507899628252787,"d":"1.65"},{"v":8.253949814126393,"d":"8.25"},"Click Here"]
[null,"Ancilliry Work"]
[{"$f":"A19+1","v":13},"Fixing of Kerbstone ","Ft",{"$f":"'Kerb Stone'!G34","v":155.97},{"v":38.9925,"d":"38.99"},{"v":194.9625,"d":"194.96"},"Click Here"]
[14,"Fixing of Edge Stone","Ft",{"$f":"'Edge Stone'!H32","v":{"v":30.036123517048914,"d":"30.04"}},{"v":7.5090308792622285,"d":"7.51"},{"v":37.54515439631114,"d":"37.55"},"Click Here"]
[15,"Fixing of  Walk ways","Sft",{"$f":"'Tuff Paver'!I39","v":{"v":67.27161635687732,"d":"67.27"}},{"v":16.81790408921933,"d":"16.82"},{"v":84.08952044609664,"d":"84.09"},"Click Here"]
[null,"Building Works"]
[{"$f":"A23+1","v":16},"Lean Concrete","Cft",{"$f":"'Concrete Rates'!G41","v":173.99},{"v":43.4975,"d":"43.50"},{"v":217.4875,"d":"217.49"},"Click Here"]
[17,"Concrete 1:2:4","Cft",{"$f":"'Concrete Rates'!G91","v":224.95},{"v":56.2375,"d":"56.24"},{"v":281.1875,"d":"281.19"},"Click Here"]
[18,"Concrete 1:1-1/2:3","Cft",{"$f":"'Concrete Rates'!G141","v":322.11},{"v":80.5275,"d":"80.53"},{"v":402.63750000000005,"d":"402.64"},"Click Here"]
[19,"Reinforcement Steel G-60","Ton",{"$f":"'Steel G-60'!H47","v":{"v":93669.52,"d":"93,669.52"}},{"v":23417.38,"d":"23,417.38"},{"v":117086.90000000001,"d":"117,086.90"},"Click Here"]
[20,"Brick work","Cft",{"$f":"'Brick Works'!G38","v":186.57},{"v":46.6425,"d":"46.64"},{"v":233.21249999999998,"d":"233.21"},"Click Here"]
[21,"Internal Plaster \n1/2'' (13 mm)  thick cement plaster 1:4 ","Sft",{"$f":"'C.Plaster 13mm'!I51","v":{"v":19.2926125,"d":"19.29"}},{"v":4.823153125,"d":"4.82"},{"v":24.115765625,"d":"24.12"},"Click Here"]
[22,"Stucking","Sft",8.16,2.04,{"v":10.2,"d":"10.20"},"Click Here"]
[23,"Ceramic Spain Tile Flooring","Sft",{"$f":"'Fountain TILE'!H45","v":{"v":107.9225752207249,"d":"107.92"}},{"v":26.980643805181224,"d":"26.98"},{"v":134.9032190259061,"d":"134.90"},"Click Here"]
[24,"Sand Cushion","Sft",{"$f":"'SAND CUSHION'!I41","v":{"v":9.093944609665428,"d":"9.09"}},{"v":2.273486152416357,"d":"2.27"},{"v":11.367430762081785,"d":"11.37"},"Click Here"]
[25,"Harrow Sand Fill in Park","Sft",{"$f":"'SAND FILLING IN PARK'!H37","v":{"v":27.75936975,"d":"27.76"}},{"v":6.9398424375,"d":"6.94"},{"v":34.6992121875,"d":"34.70"},"Click Here"]
[26,"Filling of Earth in Green Belt","Cft",{"$f":"'Filling of Earth in Park'!H38","v":{"v":8.233569750000001,"d":"8.23"}},{"v":2.0583924375000002,"d":"2.06"},{"v":10.291962187500001,"d":"10.29"},"Click Here"]
[27,"Brick Blast","Cft",{"$f":"' BRICK BAT '!H32","v":{"v":40.51522878277348,"d":"40.52"}},{"v":10.12880719569337,"d":"10.13"},{"v":50.644035978466846,"d":"50.64"},"Click Here"]
[28,"Marble Tiles","Sft",{"$f":"+'Marble Tiles'!H42","v":{"v":120.59349413336432,"d":"120.59"}},{"v":30.14837353334108,"d":"30.15"},{"v":150.7418676667054,"d":"150.74"},"Click Here"]
[{"$f":"A37+1","v":29},"Tile colour  Size (33\" x 8\" ) Make Master","Sft",{"$f":"' Granite,. Tiles Floor & Walll '!H45","v":{"v":173.29076408297013,"d":"173.29"}},{"v":43.32269102074253,"d":"43.32"},{"v":216.61345510371265,"d":"216.61"},"Click Here",null,null,{"$f":"8.2*8","v":65.6},{"$f":"23+10.5+22+10.5+22","v":88}]
[30,"Tile colour Size (12\" x 36\" ) Make Imported (UAE)","Sft",{"$f":"' Granite,. Tiles Floor & Walll '!H94","v":{"v":340.1920753131009,"d":"340.19"}},{"v":85.04801882827522,"d":"85.05"},{"v":425.24009414137606,"d":"425.24"},"Click Here",null,null,{"$f":"7.666*3","v":22.998}]
[31,"Granite Light  Size (48\" x 4\" ) Make Master","Sft",{"$f":"' Granite,. Tiles Floor & Walll '!H144","v":{"v":718.3134320544842,"d":"718.31"}},{"$f":"+D40*25%","v":{"v":179.57835801362106,"d":"179.58"}},{"$f":"SUM(D40:E40)","v":{"v":897.8917900681053,"d":"897.89"}},"Click Here",null,null,{"$f":"SUM(J38:J39)","v":88.598}]
[32,"Granite Dark  Size (48\" x 24\" ) Make Master","Sft",{"$f":"' Granite,. Tiles Floor & Walll '!H194","v":{"v":1130.265139067207,"d":"1,130.27"}},{"v":282.56628476680174,"d":"282.57"},{"v":1412.8314238340088,"d":"1,412.83"},"Click Here"]
[33,"Tile Colour Size (24'' x 24'') Make ''Imported(Malaysia)'' ","Sft",{"$f":"' Granite,. Tiles Floor & Walll '!H293","v":{"v":197.83507455798934,"d":"197.84"}},{"v":49.458768639497336,"d":"49.46"},{"v":247.2938431974867,"d":"247.29"},"Click Here"]
[{"$f":"A42+1","v":34},"Tile Colour Size (26\" x 9\" ) Make Master","Sft",{"$f":"' Granite,. Tiles Floor & Walll '!H342","v":{"v":141.32922110670904,"d":"141.33"}},{"v":35.33230527667726,"d":"35.33"},{"v":176.6615263833863,"d":"176.66"},"Click Here"]
[{"$f":"A43+1","v":35},"Tile Colour Size (12\" x 36\" ) Make Master","Sft",{"$f":"' Granite,. Tiles Floor & Walll '!H391","v":{"v":300.9211785530701,"d":"300.92"}},{"v":75.23029463826752,"d":"75.23"},{"v":376.15147319133763,"d":"376.15"},"Click Here"]
[{"$f":"A44+1","v":36},"Tile Skirting 4'' Wide ","Sft",{"$f":"+' Granite,. Tiles Floor & Walll '!H440","v":{"v":76.6935953786955,"d":"76.69"}},{"v":19.173398844673876,"d":"19.17"},{"v":95.86699422336937,"d":"95.87"},"Click Here"]
[{"$f":"A45+1","v":37},"Granite Skirting 4'' Wide ","Sft",{"$f":"+' Granite,. Tiles Floor & Walll '!H491","v":{"v":42.92302238265771,"d":"42.92"}},{"v":10.730755595664428,"d":"10.73"},{"v":53.65377797832214,"d":"53.65"},"Click Here"]
[{"$f":"A44+1","v":36},"Bitumen Coating","Sft",{"$f":"+'Bitumen Coating'!G24","v":{"v":4.935,"d":"4.94"}},{"$f":"+D47*25%","v":{"v":1.23375,"d":"1.23"}},{"$f":"SUM(D47:E47)","v":{"v":6.168749999999999,"d":"6.17"}},"Click Here"]
[37,"Apron Jali / (Steel Mash)","Sft",{"$f":"+'Aprom jali'!I36","v":{"v":77.34809076923078,"d":"77.35"}},{"$f":"+D48*25%","v":{"v":19.337022692307695,"d":"19.34"}},{"$f":"SUM(D48:E48)","v":{"v":96.68511346153848,"d":"96.69"}},"Click Here"]
[38,"Roof Structure Fiberglass  3\" thick","Sft",{"v":450,"d":"450.00"},{"$nulls":3},"Shah jee File."]
[null,"SEWERAGE ITEMS"]
[{"$f":"A50+1","v":1},"R.C.C Pipe dia 6\"","Rft",{"$f":"'R.C.C PIPE'!G39","v":{"v":444.3,"d":"444.30"}},{"$f":"+D51*25%","v":{"v":111.075,"d":"111.08"}},{"$f":"SUM(D51:E51)","v":{"v":555.375,"d":"555.38"}},"Click Here"]
[2,"R.C.C Pipe dia 9\"","Rft",{"$f":"'R.C.C PIPE'!G80","v":{"v":501.8,"d":"501.80"}},{"$f":"+D52*25%","v":125.45},{"$f":"SUM(D52:E52)","v":627.25},"Click Here"]
[3,"R.C.C Pipe dia 12\"","Rft",{"$f":"'R.C.C PIPE'!G121","v":584.72},146.18,{"v":730.9000000000001,"d":"730.90"},"Click Here",null,null,{"$f":"7000*2500","v":{"v":17500000,"d":"17,500,000.00"}}]
[4,"R.C.C Pipe dia 15\"","Rft",{"$f":"'R.C.C PIPE'!G162","v":691.23},{"v":172.8075,"d":"172.81"},{"v":864.0375,"d":"864.04"},"Click Here"]
[5,"R.C.C Pipe dia 18\"","Rft",{"$f":"'R.C.C PIPE'!G204","v":743.68},185.92,{"v":929.5999999999999,"d":"929.60"},"Click Here"]
[6,"R.C.C Pipe dia 21\"","Rft",{"$f":"'R.C.C PIPE'!G246","v":{"v":809.5,"d":"809.50"}},{"v":202.375,"d":"202.38"},{"v":1011.875,"d":"1,011.88"},"Click Here"]
[7,"R.C.C Pipe dia 24\"","Rft",{"$f":"'R.C.C PIPE'!G288","v":860.11},{"v":215.0275,"d":"215.03"},{"v":1075.1375,"d":"1,075.14"},"Click Here"]
[8,"R.C.C Pipe dia 27\"","Rft",{"$f":"'R.C.C PIPE'!G331","v":{"v":1096.86,"d":"1,096.86"}},{"v":274.215,"d":"274.22"},{"v":1371.0749999999998,"d":"1,371.08"},"Click Here"]
[9,"R.C.C Pipe dia 30\"","Rft",{"v":1218.73,"d":"1,218.73"},{"v":304.6825,"d":"304.68"},{"v":1523.4125,"d":"1,523.41"},"Click Here"]
[{"$f":"A58+1","v":9},"R.C.C Pipe dia 36\"","Rft",{"$f":"'R.C.C PIPE'!G374","v":{"v":1598.05,"d":"1,598.05"}},{"v":399.5125,"d":"399.51"},{"v":1997.5625,"d":"1,997.56"},"Click Here"]
[null,"WATER SUPPLY ITEMS"]
[1,"Pipe dia 3/4\"","Rft",{"$f":"'Water Supply'!G34","v":{"v":31.958347632635526,"d":"31.96"}},{"$f":"+D62*25%","v":{"v":7.9895869081588815,"d":"7.99"}},{"$f":"SUM(D62:E62)","v":{"v":39.94793454079441,"d":"39.95"}},"Click Here"]
[2,"Pipe dia 2\"","Rft",{"$f":"'Water Supply'!G70","v":{"v":102.89427018818623,"d":"102.89"}},{"v":25.723567547046557,"d":"25.72"},{"v":128.6178377352328,"d":"128.62"},"Click Here"]
[3,"Pipe dia 3\"","Rft",{"$f":"'Water Supply'!G106","v":{"v":204.36797884263248,"d":"204.37"}},{"v":51.09199471065812,"d":"51.09"},{"v":255.4599735532906,"d":"255.46"},"Click Here"]
[4,"Pipe dia 4\"","Rft",{"$f":"'Water Supply'!G142","v":{"v":354.04917360032834,"d":"354.05"}},{"v":88.51229340008209,"d":"88.51"},{"v":442.5614670004104,"d":"442.56"},"Click Here"]
[5,"Pipe dia 6\"","Rft",{"$f":"'Water Supply'!G178","v":{"v":728.7442852788785,"d":"728.74"}},{"v":182.18607131971962,"d":"182.19"},{"v":910.9303565985981,"d":"910.93"},"Click Here"]
[6,"Pipe dia 8\"","Rft",{"$f":"'Water Supply'!G214","v":{"v":906.9277659250229,"d":"906.93"}},{"v":226.73194148125572,"d":"226.73"},{"v":1133.6597074062786,"d":"1,133.66"},"Click Here"]
[7,"Tube wall","No",{"$f":"+'Water Supply'!G246","v":{"v":1597180,"d":"1,597,180 "}},{"v":399295,"d":"399,295 "},{"v":1996475,"d":"1,996,475 "},"Click Here"]
[8,"Over Head water Tank","No",{"$f":"+'Water Supply'!G278","v":{"v":20000000,"d":"20,000,000 "}},{"$f":"+D69*25%","v":{"v":5000000,"d":"5,000,000 "}},{"$f":"SUM(D69:E69)","v":{"v":25000000,"d":"25,000,000 "}},"Click Here"]
[null,"PLUMBING ITEMS"]
[1,"Indian style WC Porta Make ","No",{"$f":"'Plumbing Items'!H48","v":{"v":6370,"d":"6,370.00"}},{"$f":"+D71*25%","v":{"v":1592.5,"d":"1,593 "}},{"$f":"SUM(D71:E71)","v":{"v":7962.5,"d":"7,963 "}},"Click Here"]
[2,"Europen Style W.C","No",{"$f":"'Plumbing Items'!H93","v":{"v":17875,"d":"17,875.00"}},{"v":4468.75,"d":"4,469 "},{"v":22343.75,"d":"22,344 "},"Click Here"]
[3,"PPRC Pipe 1\" inch dia (25mm)","Rft",{"$f":"'Plumbing Items'!H137","v":{"v":74.1452,"d":"74.15"}},{"v":18.5363,"d":"19 "},{"v":92.6815,"d":"93 "},"Click Here"]
[4,"PPRC Pipe 1.5\" inch dia (32mm)","Rft",{"$f":"'Plumbing Items'!H182","v":{"v":110.87567999999999,"d":"110.88"}},{"v":27.718919999999997,"d":"28 "},{"v":138.59459999999999,"d":"139 "},"Click Here"]
[5,"PPRC Pipe 2\" inch dia (50mm)","Rft",{"$f":"'Plumbing Items'!H227","v":{"v":143.51895000000002,"d":"143.52"}},{"v":35.879737500000005,"d":"36 "},{"v":179.39868750000002,"d":"179 "},"Click Here"]
[6,"UPVC Pipe  4 inch dia","Rft",{"$f":"'Plumbing Items'!H270","v":{"v":186,"d":"186.00"}},{"v":46.5,"d":"47 "},{"v":232.5,"d":"233 "},"Click Here"]
[null,"MECHANICAL ITEMS"]
[{"$f":"A77+1","v":1},"Pipe dia 6\"","Rft",{"$f":"'MS PIPE'!H44","v":{"v":719.4866247485522,"d":"719.49"}},{"$f":"+D78*25%","v":{"v":179.87165618713806,"d":"180 "}},{"$f":"SUM(D78:E78)","v":{"v":899.3582809356903,"d":"899 "}},"Click Here"]
[{"$f":"A78+1","v":2},"Pipe dia 8\"","Rft",{"$f":"'MS PIPE'!H93","v":{"v":1066.743444651021,"d":"1,066.74"}},{"v":266.68586116275526,"d":"267 "},{"v":1333.4293058137764,"d":"1,333 "},"Click Here"]
[null,"ELECTRICAL ITEMS"]
[1,"Street Light Pole Foundation "]
[{"$f":"A81+0.1","v":1.1},"Size (2' x 2' x 6')","No",{"$f":"+'Light Pole Foundation'!J13","v":{"v":10603.658,"d":"10,603.66"}},{"$f":"+D82*25%","v":{"v":2650.9145,"d":"2,651 "}},{"$f":"SUM(D82:E82)","v":{"v":13254.572499999998,"d":"13,255 "}},"Click Here"]
[{"$f":"A82+0.1","v":1.2000000000000002},"Size (1.75' x 1.75' x 5')","No",{"$f":"+'Light Pole Foundation'!J26","v":{"v":7226.58498,"d":"7,226.58"}},{"v":1806.646245,"d":"1,807 "},{"v":9033.231225,"d":"9,033 "},"Click Here"]
[{"$f":"A83+0.1","v":1.3000000000000003},"Size (1.5' x 1.5' x 5')","No",{"$f":"+'Light Pole Foundation'!J39","v":{"v":5764.1008,"d":"5,764.10"}},{"v":1441.0252,"d":"1,441 "},{"v":7205.126,"d":"7,205 "},"Click Here"]
[{"$f":"A81+1","v":2},"Cables"]
[{"$f":"A85+0.1","v":2.1},"HT 3Core x 120mm sq.Al/XLPE/PVC/PVC Cable (Non Armoured)","Rft",{"$f":"+'CABLES RATE'!H41","v":{"v":801.0557147211216,"d":"801.06"}},{"$f":"+D86*25%","v":{"v":200.2639286802804,"d":"200 "}},{"$f":"SUM(D86:E86)","v":{"v":1001.319643401402,"d":"1,001 "}},"Click Here"]
[{"$f":"A86+0.1","v":2.2},"HT 1Core x 240mm sq.Al/XLPE/PVC/PVC Cable (Armoured)","Rft",{"$f":"+'CABLES RATE'!H88","v":{"v":413.87040536421824,"d":"413.87"}},{"$f":"+D87*25%","v":{"v":103.46760134105456,"d":"103 "}},{"$f":"SUM(D87:E87)","v":{"v":517.3380067052728,"d":"517 "}},"Click Here"]
[{"$f":"A87+0.1","v":2.3000000000000003},"HT 4Core x 120mm sq.Al/XLPE/PVC/PVC Cable (Non Armoured)","Rft",{"$f":"+'CABLES RATE'!H134","v":{"v":303.01334958854005,"d":"303.01"}},{"$f":"+D88*25%","v":{"v":75.75333739713501,"d":"76 "}},{"$f":"SUM(D88:E88)","v":{"v":378.76668698567505,"d":"379 "}},"Click Here"]
[2.4000000000000004,{"$f":"+'CABLES RATE'!B143","v":"LT CABLE 4 CORE 25 mm²"},"Rft",{"$f":"+'CABLES RATE'!H179","v":{"v":118.69865894544346,"d":"118.70"}},{"$f":"+D89*25%","v":{"v":29.674664736360864,"d":"30 "}},{"$f":"SUM(D89:E89)","v":{"v":148.37332368180432,"d":"148 "}},"Click Here"]
[2.5000000000000004,{"$f":"+'CABLES RATE'!B188","v":"LT CABLE 4 CORE 16 mm²"},"Rft",{"$f":"+'CABLES RATE'!H224","v":{"v":97.05144772935081,"d":"97.05"}},{"$f":"+D90*25%","v":{"v":24.262861932337703,"d":"24 "}},{"$f":"SUM(D90:E90)","v":{"v":121.31430966168851,"d":"121 "}},"Click Here"]
[2.6000000000000005,{"$f":"+'CABLES RATE'!B233","v":"LT CABLE 2 CORE 2.5 mm²"},"Rft",{"$f":"+'CABLES RATE'!H263","v":{"v":25.947135019811032,"d":"25.95"}},{"$f":"+D91*25%","v":{"v":6.486783754952758,"d":"6 "}},{"$f":"SUM(D91:E91)","v":{"v":32.43391877476379,"d":"32 "}},"Click Here"]
[2.7000000000000006,{"$f":"+'CABLES RATE'!B272","v":"4 CORE 25mm²  CABLE"},"Rft",{"$f":"+'CABLES RATE'!H316","v":{"v":72.92473817052728,"d":"72.92"}},{"$f":"+D92*25%","v":{"v":18.23118454263182,"d":"18 "}},{"$f":"SUM(D92:E92)","v":{"v":91.1559227131591,"d":"91 "}},"Click Here"]
[2.8000000000000007,{"$f":"+'CABLES RATE'!B327","v":"4 CORE 16mm²  CABLE"},"Rft",{"$f":"+'CABLES RATE'!H371","v":{"v":55.71782716778421,"d":"55.72"}},{"$f":"+D93*25%","v":{"v":13.929456791946052,"d":"14 "}},{"$f":"SUM(D93:E93)","v":{"v":69.64728395973026,"d":"70 "}},"Click Here"]
[{"$f":"A85+1","v":3},"Poles"]
[{"$f":"A94+0.1","v":3.1},"Single Arm  6M Height","No",{"$f":"+Pole!F21","v":{"v":24150,"d":"24,150.00"}},{"$f":"+D95*25%","v":{"v":6037.5,"d":"6,038 "}},{"$f":"SUM(D95:E95)","v":{"v":30187.5,"d":"30,188 "}},"Click Here"]
[3.2,"Single Arm  8M Height","No",{"$f":"+Pole!F49","v":{"v":29400,"d":"29,400.00"}},{"v":7350,"d":"7,350 "},{"v":36750,"d":"36,750 "},"Click Here"]
[3.3000000000000003,"Single Arm  10M Height","No",{"$f":"+Pole!F77","v":{"v":44100,"d":"44,100.00"}},{"v":11025,"d":"11,025 "},{"v":55125,"d":"55,125 "},"Click Here"]
[3.4000000000000004,"Double Arm  10M Height","No",{"$f":"+Pole!F104","v":{"v":47250,"d":"47,250.00"}},{"v":11812.5,"d":"11,813 "},{"v":59062.5,"d":"59,063 "},"Click Here"]
[3.5000000000000004,"Single Arm  12M Height","No",{"$f":"+Pole!F132","v":{"v":52500,"d":"52,500.00"}},{"v":13125,"d":"13,125 "},{"v":65625,"d":"65,625 "},"Click Here"]
[3.6000000000000005,"Double Arm  12M Height","No",{"$f":"+Pole!F161","v":{"v":57500,"d":"57,500.00"}},{"v":14375,"d":"14,375 "},{"v":71875,"d":"71,875 "},"Click Here"]
[{"$f":"A94+1","v":4},"Fixture and Lamps"]
[{"$f":"A101+0.1","v":4.1},"LED Light 60 watt","No",{"$f":"+'Light Fixture'!F20","v":{"v":13460,"d":"13,460.00"}},{"$f":"+D102*25%","v":{"v":3365,"d":"3,365 "}},{"$f":"SUM(D102:E102)","v":{"v":16825,"d":"16,825 "}},"Click Here"]
[{"$f":"A101+1","v":5},"Fancy Poles"]
[{"$f":"A103+0.1","v":5.1},"Fancy Light 5 Globe","No",{"$f":"+'Light Fixture'!F47","v":{"v":32210,"d":"32,210.00"}},{"v":8052.5,"d":"8,053 "},{"$f":"SUM(D104:E104)","v":{"v":40262.5,"d":"40,263 "}},"Click Here"]
[{"$f":"A104+0.1","v":5.199999999999999},"Fancy Light 13 Globe","No",{"$f":"+'Light Fixture'!F75","v":{"v":67360,"d":"67,360.00"}},{"v":16840,"d":"16,840 "},{"v":84200,"d":"84,200 "},"Click Here"]
[{"$f":"A105+0.1","v":5.299999999999999},"Fancy Light 31 Globe","No",{"$f":"+'Light Fixture'!F103","v":{"v":142760,"d":"142,760.00"}},{"v":35690,"d":"35,690 "},{"v":178450,"d":"178,450 "},"Click Here"]
[{"$f":"A103+1","v":6},"Solar Poles"]
[{"$f":"A107+0.1","v":6.1},"Solar Pole","No",{"v":47200,"d":"47,200.00"}]
[{"$f":"A108+0.1","v":6.199999999999999},"Solar Light + Testing Commissioning","No",{"$f":"+'Light Fixture'!F131","v":{"v":72260,"d":"72,260.00"}},{"$f":"+D109*25%","v":{"v":18065,"d":"18,065 "}},{"$f":"SUM(D109:E109)","v":{"v":90325,"d":"90,325 "}},"Click Here"]
[7,"Solar System Maint Gate",null,{"v":3630000,"d":"3,630,000.00"},{"$nulls":3},"PO Attached"]
[8,"Steel Structure Main Gate",null,{"v":3510000,"d":"3,510,000.00"},{"$nulls":3},"PO Attached"]
[9,"Foundation of 100-200 KVA Pad Mounted Transformer ","No",{"$f":"'Tranformer Pad Foundations '!J37","v":{"v":40191,"d":"40,191.00"}},{"$f":"+D112*25%","v":{"v":10047.75,"d":"10,048 "}},{"$f":"SUM(D112:E112)","v":{"v":50238.75,"d":"50,239 "}},"Click Here"]

{"sheet":"Earth Works","index":2,"n_rows":194,"n_cols":12,"rows_kept":194,"merged":[[80,2,80,5],[117,2,117,5],[134,3,134,5],[159,2,159,5]]}
["Project Name….."]
["CIVIL INFRASTRUCTURE WORKS"]
[]
["RATE ANALYSIS"]
[null,"Road Works "]
[null,"Item # 101",{"$nulls":3},"Unit",{"v":3500,"d":"3,500.00"},"SM"]
[null,"Item Desc.","Site Clearance"]
[]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Supervisor",null,1,{"v":2,"d":"2.00"},169.95,{"$f":"D12*E12*F12","v":{"v":339.9,"d":"339.90"}}]
[null,"Surveyor",null,1,{"v":2,"d":"2.00"},218.51,{"$f":"D13*E13*F13","v":437.02}]
[null,"Helper",null,2,{"v":2,"d":"2.00"},{"v":62.5,"d":"62.50"},{"$f":"D14*E14*F14","v":{"v":250,"d":"250.00"}}]
[null,"Labour",null,4,{"v":8,"d":"8.00"},{"v":62.5,"d":"62.50"},{"$f":"D15*E15*F15","v":{"v":2000,"d":"2,000.00"}}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G12:G16)","v":{"v":3026.92,"d":"3,026.92"}}]
[]
["B","Materials"]
[null,"Description",null,"Unit","Quantity","Rate (Rs.)","Amount (Rs.)"]
[]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G21:G22)","v":0}]
["C","Equipment /Machinery"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Front End Loader 2.50 Cu.m",null,1,{"v":3,"d":"3.00"},{"v":1605.14,"d":"1,605.14"},{"$f":"D26*E26*F26","v":{"v":4815.42,"d":"4,815.42"}}]
[null,"Grader 165 H.P",null,1,{"v":6,"d":"6.00"},{"v":3530.15,"d":"3,530.15"},{"$f":"D27*E27*F27","v":{"v":21180.9,"d":"21,180.90"}}]
[null,"Dumper. 10 T.",null,1,{"v":6,"d":"6.00"},{"v":1412.83,"d":"1,412.83"},{"$f":"D28*E28*F28","v":{"v":8476.98,"d":"8,476.98"}}]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G26:G28)","v":{"v":34473.3,"d":"34,473.30"}}]
[null,"Summary"]
[]
[null,"Basic Cost For 3,500.00 SM ",{"$nulls":4},{"$f":"G17+G23+G30","v":{"v":37500.22,"d":"37,500.22"}}]
[null,"Basic Cost Per SM",{"$nulls":4},{"$f":"ROUND(G33/3500,2)","v":10.71},null,{"$f":"G34/10.76","v":{"v":0.9953531598513012,"d":"1.00"}}]
[null,"Basic Cost Per SFT",{"$nulls":4},{"$f":"G34/10.76","v":{"v":0.9953531598513012,"d":"1.00"}},null,{"$f":"G35/10.76","v":{"v":0.09250494050662651,"d":"0.09"}}]
[null,"OverHead & Profit 25 Percentage",{"$nulls":4},{"$f":"G35*0.25","v":{"v":0.2488382899628253,"d":"0.25"}}]
[null,"Total Cost Per SFT",{"$nulls":4},{"$f":"ROUND(SUM(G35:G36),2)","v":1.24}]
[{"$f":"+A1","v":"Project Name….."}]
["CIVIL INFRASTRUCTURE WORKS"]
[]
["RATE ANALYSIS"]
[null,"Road Works "]
[null,"Item # 101",{"$nulls":3},"Unit",{"v":3500,"d":"3,500.00"},"SM"]
[null,"Item Desc.","Clearing & Grubbing"]
[]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Supervisor",null,1,{"v":8,"d":"8.00"},169.95,{"$f":"D49*E49*F49","v":{"v":1359.6,"d":"1,359.60"}}]
[null,"Surveyor",null,1,{"v":2,"d":"2.00"},218.51,{"$f":"D50*E50*F50","v":437.02}]
[null,"Helper",null,2,{"v":2,"d":"2.00"},{"v":62.5,"d":"62.50"},{"$f":"D51*E51*F51","v":{"v":250,"d":"250.00"}}]
[null,"Labour",null,8,{"v":8,"d":"8.00"},{"v":62.5,"d":"62.50"},{"$f":"D52*E52*F52","v":{"v":4000,"d":"4,000.00"}}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G49:G53)","v":{"v":6046.62,"d":"6,046.62"}}]
[]
["B","Materials"]
[null,"Description",null,"Unit","Quantity","Rate (Rs.)","Amount (Rs.)"]
[]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G58:G59)","v":0}]
["C","Equipment /Machinery"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Front End Loader 2.50 Cu.m",null,1,{"v":4,"d":"4.00"},{"v":1605.14,"d":"1,605.14"},{"$f":"D63*E63*F63","v":{"v":6420.56,"d":"6,420.56"}}]
[null,"Grader 165 H.P",null,1,{"v":8,"d":"8.00"},{"v":3530.15,"d":"3,530.15"},{"$f":"D64*E64*F64","v":{"v":28241.2,"d":"28,241.20"}}]
[null,"Dumper. 10 T.",null,1,{"v":6,"d":"6.00"},{"v":1412.83,"d":"1,412.83"},{"$f":"D65*E65*F65","v":{"v":8476.98,"d":"8,476.98"}}]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G63:G65)","v":{"v":43138.740000000005,"d":"43,138.74"}}]
[null,"Summary"]
[]
[null,"Basic Cost For 3,500.00 SM ",{"$nulls":4},{"$f":"G54+G60+G67","v":{"v":49185.36000000001,"d":"49,185.36"}}]
[null,"Basic Cost Per SM",{"$nulls":4},{"$f":"ROUND(G70/3500,2)","v":14.05},null,{"$f":"G71/10.76","v":{"v":1.3057620817843867,"d":"1.31"}}]
[null,"Basic Cost Per SFT",{"$nulls":4},{"$f":"G71/10.76","v":{"v":1.3057620817843867,"d":"1.31"}},null,{"$f":"G72/10.76","v":{"v":0.1213533533256865,"d":"0.12"}}]
[null,"OverHead & Profit 25 Percentage",{"$nulls":4},{"$f":"G72*0.25","v":{"v":0.32644052044609667,"d":"0.33"}}]
[null,"Total Cost Per SFT",{"$nulls":4},{"$f":"ROUND(SUM(G72:G73),2)","v":1.63}]
[{"$f":"A1","v":"Project Name….."}]
[{"$f":"A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"Road Works"]
[null,"Item # 104",{"$nulls":3},"Unit",{"v":3500,"d":"3,500.00"},"SM"]
[null,"Item Desc.","Compaction of Natural Ground"]
[]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Supervisor",null,1,{"v":10,"d":"10.00"},169.95,{"$f":"D86*E86*F86","v":{"v":1699.5,"d":"1,699.50"}}]
[null,"Assistant Surveyor",null,1,{"v":2,"d":"2.00"},106.83,{"$f":"D87*E87*F87","v":213.66}]
[null,"Helper",null,2,{"v":2,"d":"2.00"},{"v":62.5,"d":"62.50"},{"$f":"D88*E88*F88","v":{"v":250,"d":"250.00"}}]
[null,"Labour",null,2,{"v":8,"d":"8.00"},{"v":62.5,"d":"62.50"},{"$f":"D89*E89*F89","v":{"v":1000,"d":"1,000.00"}}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G86:G89)","v":{"v":3163.16,"d":"3,163.16"}}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"Water",null,"1000LIT",{"v":105,"d":"105.00"},{"v":120,"d":"120.00"},{"$f":"E94*F94","v":{"v":12600,"d":"12,600.00"}}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G94:G94)","v":{"v":12600,"d":"12,600.00"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Grader.140 H.P",null,1,{"v":4,"d":"4.00"},{"v":3049.38,"d":"3,049.38"},{"$f":"D99*E99*F99","v":{"v":12197.52,"d":"12,197.52"}}]
[null,"Combination Roller 10-12 T",null,1,{"v":9,"d":"9.00"},{"v":1284.3,"d":"1,284.30"},{"$f":"D100*E100*F100","v":{"v":11558.699999999999,"d":"11,558.70"}}]
[null,"Water Tank Tow Typ 4000 LTR.(INCl.TRACTOR)",null,3,{"v":8,"d":"8.00"},192.31,{"$f":"D101*E101*F101","v":{"v":4615.4400000000005,"d":"4,615.44"}}]
[null,"Pump 4\" Delivery (Diesel)",null,1,{"v":2,"d":"2.00"},{"v":625,"d":"625.00"},{"$f":"D102*E102*F102","v":{"v":1250,"d":"1,250.00"}}]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G99:G102)","v":{"v":29621.660000000003,"d":"29,621.66"}}]
[null,"Summary"]
[]
[null,"Basic Cost For 3,500.00 SM ",{"$nulls":4},{"$f":"G91+G96+G104","v":{"v":45384.82000000001,"d":"45,384.82"}}]
[null,"Basic Cost Per SM",{"$nulls":4},{"$f":"ROUND(G107/3500,2)","v":12.97},null,{"$f":"G108/10.76","v":{"v":1.2053903345724908,"d":"1.21"}}]
[null,"Basic Cost Per SFT",{"$nulls":4},{"$f":"G108/10.76","v":{"v":1.2053903345724908,"d":"1.21"}},null,{"$f":"G109/10.76","v":{"v":0.11202512403090063,"d":"0.11"}}]
[null,"OverHead & Profit 25 Percentage",{"$nulls":4},{"$f":"G109*0.25","v":{"v":0.3013475836431227,"d":"0.30"}}]
[null,"Total Cost Per SFT",{"$nulls":4},{"$f":"ROUND(SUM(G109:G110),2)","v":1.51}]
[{"$f":"A1","v":"Project Name….."}]
[{"$f":"A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"Road Works"]
[null,"Item # 108c",{"$nulls":3},"Unit",{"v":450,"d":"450.00"},"CM"]
[null,"Item Desc.","Formation of Embankment from Borrow Excavation in Commom Material (20Km Lead)"]
[]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Site Engineer",null,1,{"v":4,"d":"4.00"},267.07,{"$f":"D123*E123*F123","v":{"v":1068.28,"d":"1,068.28"}}]
[null,"Forman Earthworks",null,1,{"v":8,"d":"8.00"},{"v":150,"d":"150.00"},{"v":1200,"d":"1,200.00"}]
[null,"Supervisor",null,1,{"v":8,"d":"8.00"},169.95,{"v":1359.6,"d":"1,359.60"}]
[null,"Assistant Surveyor",null,1,{"v":8,"d":"8.00"},106.83,854.64]
[null,"Helper",null,2,{"v":8,"d":"8.00"},{"v":62.5,"d":"62.50"},{"v":1000,"d":"1,000.00"}]
[null,"Labour",null,4,{"v":8,"d":"8.00"},{"v":62.5,"d":"62.50"},{"v":2000,"d":"2,000.00"}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G123:G128)","v":{"v":7482.5199999999995,"d":"7,482.52"}}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"Soil Class-A4",null,"CM",{"v":550,"d":"550.00"},{"$f":"4.75*35.32","v":167.77},{"$f":"E133*F133","v":{"v":92273.5,"d":"92,273.50"}}]
[null,"Water",null,"1000LIT",{"v":67.5,"d":"67.50"},{"v":120,"d":"120.00"},{"$f":"E134*F134","v":{"v":8100,"d":"8,100.00"}}]
[null,"Add 5% Westage",null,{"v":0.05,"d":"5.00%"},null,null,{"$f":"SUM(G133:G134)*D135","v":{"v":5018.675,"d":"5,018.68"}}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G133:G135)","v":{"v":105392.175,"d":"105,392.18"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Grader.140 H.P",null,1,{"v":4,"d":"4.00"},{"v":3049.38,"d":"3,049.38"},{"$f":"D140*E140*F140","v":{"v":12197.52,"d":"12,197.52"}}]
[null,"Combination Roller 10-12 T",null,2,{"v":4,"d":"4.00"},{"v":1284.3,"d":"1,284.30"},{"$f":"D141*E141*F141","v":{"v":10274.4,"d":"10,274.40"}}]
[null,"Tractor.50 H.P",null,1,{"v":3,"d":"3.00"},466.03,{"$f":"D142*E142*F142","v":{"v":1398.09,"d":"1,398.09"}}]
[null,"Water Tank Bowser Typ 12000 LTR.",null,2,{"v":3,"d":"3.00"},{"v":1446.17,"d":"1,446.17"},{"$f":"D143*E143*F143","v":{"v":8677.02,"d":"8,677.02"}}]
[null,"Pump 4\" Delivery (Diesel)",null,1,{"v":3,"d":"3.00"},{"v":625,"d":"625.00"},{"$f":"D144*E144*F144","v":{"v":1875,"d":"1,875.00"}}]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G140:G144)","v":{"v":34422.03,"d":"34,422.03"}}]
[null,"Summary"]
[]
[null,"Basic Cost For 450.00 CM ",{"$nulls":4},{"$f":"G130+G137+G146","v":{"v":147296.725,"d":"147,296.73"}}]
[null,"Basic Cost Per CM",{"$nulls":4},{"$f":"ROUND(G149/450,2)","v":327.33},null,{"$f":"G150/35.315","v":{"v":9.268865920996744,"d":"9.27"}}]
[null,"Basic Cost Per CFT",{"$nulls":4},{"$f":"G150/35.32","v":{"v":9.267553793884485,"d":"9.27"}},null,{"$f":"G151/10.76","v":{"v":0.8612968209929819,"d":"0.86"}}]
[null,"OverHead & Profit 25 Percentage",{"$nulls":4},{"$f":"G151*0.25","v":{"v":2.316888448471121,"d":"2.32"}}]
[null,"Total Cost Per CFT",{"$nulls":4},{"$f":"ROUND(SUM(G151:G152),2)","v":11.58}]
[{"$f":"A1","v":"Project Name….."}]
[{"$f":"A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"Road Works"]
[null,"Item # 109a",{"$nulls":3},"Unit",{"v":1450,"d":"1,450.00"},"SM"]
[null,"Item Desc.","Sub Grade Preparation in Fill"]
[]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Site Engineer",null,1,{"v":2,"d":"2.00"},267.07,{"$f":"D165*E165*F165","v":534.14}]
[null,"Forman Earthworks",null,1,{"v":4,"d":"4.00"},{"v":150,"d":"150.00"},{"v":600,"d":"600.00"}]
[null,"Supervisor",null,1,{"v":8,"d":"8.00"},169.95,{"v":1359.6,"d":"1,359.60"}]
[null,"Assistant Surveyor",null,1,{"v":4,"d":"4.00"},106.83,427.32]
[null,"Helper",null,2,{"v":4,"d":"4.00"},{"v":62.5,"d":"62.50"},{"v":500,"d":"500.00"}]
[null,"Labour",null,2,{"v":8,"d":"8.00"},{"v":62.5,"d":"62.50"},{"v":1000,"d":"1,000.00"}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G165:G170)","v":{"v":4421.0599999999995,"d":"4,421.06"}}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"Water",null,"1000LIT",{"v":83,"d":"83.00"},{"v":120,"d":"120.00"},{"$f":"E175*F175","v":{"v":9960,"d":"9,960.00"}}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G175:G176)","v":{"v":9960,"d":"9,960.00"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Bul-Dozer 90 H.P",null,1,{"v":6,"d":"6.00"},{"v":2931.12,"d":"2,931.12"},{"$f":"D180*E180*F180","v":{"v":17586.72,"d":"17,586.72"}}]
[null,"Grader.140 H.P",null,1,{"v":3,"d":"3.00"},{"v":3049.38,"d":"3,049.38"},{"v":9148.14,"d":"9,148.14"}]
[null,"Combination Roller 10-12 T",null,1,{"v":7,"d":"7.00"},{"v":1284.3,"d":"1,284.30"},{"v":8990.1,"d":"8,990.10"}]
[null,"Tractor.50 H.P",null,2,{"v":4,"d":"4.00"},466.03,{"v":3728.24,"d":"3,728.24"}]
[null,"Water Tank Tow Typ 4000 LTR.(INCl.TRACTOR)",null,3,{"v":6,"d":"6.00"},{"v":1446.17,"d":"1,446.17"},{"v":26031.06,"d":"26,031.06"}]
[null,"Pump 4\" Delivery (Diesel)",null,1,{"v":5,"d":"5.00"},{"v":625,"d":"625.00"},{"v":3125,"d":"3,125.00"}]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G180:G185)","v":{"v":68609.26,"d":"68,609.26"}}]
[null,"Summary"]
[]
[null,"Basic Cost For 1,450 SM ",{"$nulls":4},{"$f":"G172+G177+G187","v":{"v":82990.31999999999,"d":"82,990.32"}}]
[null,"Basic Cost Per SM",{"$nulls":4},{"$f":"ROUND(G190/1450,2)","v":57.23},null,{"$f":"G191/10.76","v":{"v":5.318773234200743,"d":"5.32"}},null,{"$f":"2.21+53.73","v":55.94},{"$f":"K191/10.76","v":5.198884758364312}]
[null,"Basic Cost Per SFT",{"$nulls":4},{"$f":"G191/10.76","v":{"v":5.318773234200743,"d":"5.32"}},null,{"$f":"G192/10.76","v":{"v":0.4943097801301806,"d":"0.49"}}]
[null,"OverHead & Profit 25 Percentage",{"$nulls":4},{"$f":"G192*0.25","v":{"v":1.3296933085501859,"d":"1.33"}}]
[null,"Total Cost Per SFT",{"$nulls":4},{"$f":"ROUND(SUM(G192:G193),2)","v":6.65}]

{"sheet":"Sub Base & Base","index":3,"n_rows":85,"n_cols":8,"rows_kept":85,"merged":[[6,2,6,5],[24,3,24,5],[48,2,48,5],[67,3,67,5]]}
[{"$f":"'Earth Works'!A1","v":"Project Name….."}]
[{"$f":"'Earth Works'!A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"Road Works"]
[null,"Item # 201",{"$nulls":3},"Unit",{"v":480,"d":"480.00"},"CM"]
[null,"Item Desc.","Sub Base Course "]
[]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Site Engineer",null,1,{"v":4,"d":"4.00"},267.07,{"$f":"D12*E12*F12","v":{"v":1068.28,"d":"1,068.28"}}]
[null,"Forman Earthworks",null,1,{"v":8,"d":"8.00"},{"v":150,"d":"150.00"},{"v":1200,"d":"1,200.00"}]
[null,"Supervisor",null,1,{"v":8,"d":"8.00"},169.95,{"v":1359.6,"d":"1,359.60"}]
[null,"Surveyor",null,1,{"v":4,"d":"4.00"},218.51,874.04]
[null,"Assistant Surveyor",null,1,{"v":8,"d":"8.00"},106.83,854.64]
[null,"Helper",null,2,{"v":8,"d":"8.00"},{"v":62.5,"d":"62.50"},{"v":1000,"d":"1,000.00"}]
[null,"Labour",null,4,{"v":8,"d":"8.00"},{"v":62.5,"d":"62.50"},{"v":2000,"d":"2,000.00"}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G12:G18)","v":{"v":8356.560000000001,"d":"8,356.56"}}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"Granular Sub-Base A",null,"CM",{"v":625,"d":"625.00"},{"$f":"38*35.32","v":{"v":1342.16,"d":"1,342.16"}},{"$f":"E23*F23","v":{"v":838850,"d":"838,850.00"}}]
[null,"Water",null,"1000LIT",{"v":90,"d":"90.00"},{"v":120,"d":"120.00"},{"$f":"E24*F24","v":{"v":10800,"d":"10,800.00"}}]
[null,"Add 5% Westage",null,{"v":0.05,"d":"5.00%"},null,null,{"$f":"SUM(G23:G24)*D25","v":{"v":42482.5,"d":"42,482.50"}}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G23:G25)","v":{"v":892132.5,"d":"892,132.50"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Grader.165 H.P",null,2,{"v":6,"d":"6.00"},{"v":3530.15,"d":"3,530.15"},{"$f":"D30*E30*F30","v":{"v":42361.8,"d":"42,361.80"}}]
[null,"Combination Roller 18 T",null,2,{"v":8,"d":"8.00"},{"v":1284.3,"d":"1,284.30"},{"$f":"D31*E31*F31","v":{"v":20548.8,"d":"20,548.80"}}]
[null,"Water Tank Bowser Typ 12000 LTR.",null,2,{"v":6,"d":"6.00"},{"v":1446.17,"d":"1,446.17"},{"$f":"D32*E32*F32","v":{"v":17354.04,"d":"17,354.04"}}]
[null,"Pump 4\" Delivery (Diesel)",null,1,{"v":6,"d":"6.00"},{"v":625,"d":"625.00"},{"$f":"D33*E33*F33","v":{"v":3750,"d":"3,750.00"}}]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G30:G33)","v":{"v":84014.64000000001,"d":"84,014.64"}}]
[null,"Summary"]
[]
[null,"Basic Cost For 480.00 CM ",{"$nulls":4},{"$f":"G20+G27+G35","v":{"v":984503.7000000001,"d":"984,503.70"}}]
[null,"Basic Cost Per CM",{"$nulls":4},{"$f":"ROUND(G38/480,2)","v":{"v":2051.05,"d":"2,051.05"}}]
[null,"Basic Cost Per CFT",{"$nulls":4},{"$f":"ROUND(G39/35.32,2)","v":58.07}]
[null,"OverHead & Profit (10 + 15)Percentage",{"$nulls":4},{"$f":"G40*0.25","v":{"v":14.5175,"d":"14.52"}}]
[null,"Total Cost Per CFT",{"$nulls":4},{"$f":"ROUND(SUM(G40:G41),2)","v":72.59}]
[{"$f":"+A1","v":"Project Name….."}]
[{"$f":"+A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"Road Works"]
[null,"Item # 201",{"$nulls":3},"Unit",{"v":480,"d":"480.00"},"CM"]
[null,"Item Desc.","Sub Base Course & Aggregate Base Course"]
[]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Site Engineer",null,1,{"v":4,"d":"4.00"},267.07,{"$f":"D54*E54*F54","v":{"v":1068.28,"d":"1,068.28"}}]
[null,"Forman Earthworks",null,1,{"v":8,"d":"8.00"},{"v":150,"d":"150.00"},{"v":1200,"d":"1,200.00"}]
[null,"Supervisor",null,1,{"v":8,"d":"8.00"},169.95,{"v":1359.6,"d":"1,359.60"}]
[null,"Surveyor",null,1,{"v":4,"d":"4.00"},218.51,874.04]
[null,"Assistant Surveyor",null,1,{"v":8,"d":"8.00"},106.83,854.64]
[null,"Helper",null,2,{"v":8,"d":"8.00"},{"v":62.5,"d":"62.50"},{"v":1000,"d":"1,000.00"}]
[null,"Labour",null,4,{"v":8,"d":"8.00"},{"v":62.5,"d":"62.50"},{"v":2000,"d":"2,000.00"}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G54:G60)","v":{"v":8356.560000000001,"d":"8,356.56"}}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"Aggregate-Base A",null,"CM",{"v":625,"d":"625.00"},{"$f":"38*35.32","v":{"v":1342.16,"d":"1,342.16"}},{"$f":"E65*F65","v":{"v":838850,"d":"838,850.00"}}]
[null,"Stone Dust for Base course",null,"CM",{"$f":"+G48*0.3","v":{"v":144,"d":"144.00"}},{"$f":"30*35.32","v":{"v":1059.6,"d":"1,059.60"}},{"$f":"E66*F66","v":{"v":152582.4,"d":"152,582.40"}}]
[null,"Water",null,"1000LIT",{"v":90,"d":"90.00"},{"v":120,"d":"120.00"},{"$f":"E67*F67","v":{"v":10800,"d":"10,800.00"}}]
[null,"Add 5% Westage",null,{"v":0.05,"d":"5.00%"},null,null,{"$f":"SUM(G65:G67)*D68","v":{"v":50111.62,"d":"50,111.62"}}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G65:G68)","v":{"v":1052344.02,"d":"1,052,344.02"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Grader.165 H.P",null,2,{"v":6,"d":"6.00"},{"v":3530.15,"d":"3,530.15"},{"$f":"D73*E73*F73","v":{"v":42361.8,"d":"42,361.80"}}]
[null,"Combination Roller 18 T",null,2,{"v":8,"d":"8.00"},{"v":1284.3,"d":"1,284.30"},{"$f":"D74*E74*F74","v":{"v":20548.8,"d":"20,548.80"}}]
[null,"Water Tank Bowser Typ 12000 LTR.",null,2,{"v":6,"d":"6.00"},{"v":1446.17,"d":"1,446.17"},{"$f":"D75*E75*F75","v":{"v":17354.04,"d":"17,354.04"}}]
[null,"Pump 4\" Delivery (Diesel)",null,1,{"v":6,"d":"6.00"},{"v":625,"d":"625.00"},{"$f":"D76*E76*F76","v":{"v":3750,"d":"3,750.00"}}]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G73:G76)","v":{"v":84014.64000000001,"d":"84,014.64"}}]
[null,"Summary"]
[]
[null,"Basic Cost For 480.00 CM ",{"$nulls":4},{"$f":"G62+G70+G78","v":{"v":1144715.2200000002,"d":"1,144,715.22"}}]
[null,"Basic Cost Per CM",{"$nulls":4},{"$f":"ROUND(G81/480,2)","v":{"v":2384.82,"d":"2,384.82"}}]
[null,"Basic Cost Per CFT",{"$nulls":4},{"$f":"ROUND(G82/35.32,2)","v":67.52}]
[null,"OverHead & Profit (10 + 15)Percentage",{"$nulls":4},{"$f":"G83*0.25","v":16.88}]
[null,"Total Cost Per CFT",{"$nulls":4},{"$f":"ROUND(SUM(G83:G84),2)","v":{"v":84.4,"d":"84.40"}}]

{"sheet":"Asphalt Premix  with Equipments","index":4,"n_rows":56,"n_cols":9,"rows_kept":56,"hidden":true,"merged":[[3,0,3,9],[9,2,10,7],[52,0,54,0],[52,1,54,4],[52,5,54,5]]}
[{"$f":"'Concrete Rates'!A1","v":"Project Name….."}]
[{"$f":"'Concrete Rates'!A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[]
[null,"Asphalt Premix"]
[]
[null,"Measuring Unit",{"$nulls":6},"1 Cft"]
[]
[null,"Item Desc.","Providing and laying of asphalt Premix equipment."]
[]
[null,"Crew for  4,650 Cft or 132.00 C.M Quantity"]
["A","Material Cost"]
["1.","Crush 25 ~ 20mm",null,"=","1,753.800 Cft @ 79.00Rs/Cft","=",{"$f":"1753.8*79","v":{"v":138550.19999999998,"d":"138,550.200"}},"Rs./ 4,650Cft"]
["2.","Crush 20 ~ 10mm",null,"=","2,254.976 Cft @ 79.00Rs/Cft","=",{"$f":"2254.976*79","v":{"v":178143.10400000002,"d":"178,143.104"}},"Rs./ 4,650Cft"]
["3.","Crush 10 ~ 05mm",null,"=","1,835.960 Cft @ 68.00Rs/Cft","=",{"$f":"1835.96*68","v":{"v":124845.28,"d":"124,845.280"}},"Rs./ 4,650Cft"]
["4.","Stone Dust 5~0mm",null,"=","2,498.296 Cft @ 49.00Rs/Cft","=",{"$f":"2498.296*49","v":{"v":122416.50399999999,"d":"122,416.504"}},"Rs./ 4,650Cft"]
["5.","Bitumen 60/70",null,"=","13.746.00 Ton @ 47,736Rs/Ton","=",{"$f":"13.746*47736","v":{"v":656179.056,"d":"656,179.056"}},"Rs./ 4,650Cft"]
["6.","Furnace Oil",null,"=","1,896.00 Ltr @ 46.92 Rs/ltr","=",{"$f":"1896*46.92","v":{"v":88960.32,"d":"88,960.320"}},"Rs./ 4,650Cft"]
["7.","Add 5% Wastage on Sr.No.1 ~ 6",null,"=",{"v":0.05,"d":"5%"},"=",{"$f":"SUM(G14:G19)*E20","v":{"v":65454.7232,"d":"65,454.723"}},"Rs./ 4,650Cft"]
[]
[{"$nulls":4},"Sub-total Cost A","=",{"$f":"SUM(G14:G20)","v":{"v":1374549.1871999998,"d":"1,374,549.187"}},"Rs./ 4,650Cft"]
["B","Equipments:"]
["1.","Asphalt Mixing Plant 60 Ton",null,"=","1 x 6Hrs @ 480.77.00 Rs./Hrs","=",{"$f":"1*6*480.77","v":{"v":2884.62,"d":"2,884.620"}},"Rs./ 4,650Cft"]
["2.","Loader",null,"=","1 x 6Hrs @ 1076.51 Rs./Hrs","=",{"$f":"1*1076.51","v":{"v":1076.51,"d":"1,076.510"}},"Rs./ 4,650Cft"]
["3.","Dumper",null,"=","12 x 8 Hrs @ 1333.62 Rs./Hrs","=",{"$f":"12*8*1333.62","v":{"v":128027.51999999999,"d":"128,027.520"}},"Rs./ 4,650Cft"]
["4.","PTR",null,"=","3 x 8Hrs @ 746.52 Rs./Hrs","=",{"$f":"3*8*746.52","v":{"v":17916.48,"d":"17,916.480"}},"Rs./ 4,650Cft"]
["5.","Tendom vibrator Roller",null,"=","1 x 8Hrs @ 765.75 Rs./Hrs","=",{"$f":"1*8*765.75","v":{"v":6126,"d":"6,126.000"}},"Rs./ 4,650Cft"]
["6.","Paver Machine",null,"=","1 x 6Hrs @ 1161.52 Rs./Hrs","=",{"$f":"1*6*1161.52","v":{"v":6969.12,"d":"6,969.120"}},"Rs./ 4,650Cft"]
["7.","Compressor",null,"=","1 x 4Hrs @ 765.75.00 Rs./Hrs","=",{"$f":"1*4*765.75","v":{"v":3063,"d":"3,063.000"}},"Rs./ 4,650Cft"]
["8.","Generator",null,"=","1 x 18 Hrs @ 2134.56 Rs./Hrs","=",{"$f":"1*18*2134.56","v":{"v":38422.08,"d":"38,422.080"}},"Rs./ 4,650Cft"]
[]
[{"$nulls":4},"Sub-total Cost B","=",{"$f":"SUM(G24:G31)","v":{"v":204485.33000000002,"d":"204,485.330"}},"Rs./ 4,650Cft"]
["C","Manpower Cost:"]
["1.","Asphalt plant Engineer",null,"=","1 x 6 Hrs @ 240.38Rs./Hrs",null,{"$f":"1*6*240.38","v":{"v":1442.28,"d":"1,442.280"}},"Rs./ 4,650Cft"]
["2.","Site Engineer",null,"=","1 x 8 Hrs @ 288.46Rs./Hrs",null,{"$f":"1*8*288.46","v":{"v":2307.68,"d":"2,307.680"}},"Rs./ 4,650Cft"]
["3.","Supervisor",null,"=","1 x 8 Hrs @ 144.230Rs./Hrs",null,{"$f":"1*8*144.23","v":{"v":1153.84,"d":"1,153.840"}},"Rs./ 4,650Cft"]
["4.","Surveyor",null,"=","1 x 8 Hrs @ 144.230Rs./Hrs",null,{"$f":"1*8*144.23","v":{"v":1153.84,"d":"1,153.840"}},"Rs./ 4,650Cft"]
["5.","Surveyor Helper",null,"=","4 x 8 Hrs @ 96.153Rs./Hrs",null,{"$f":"4*8*96.153","v":{"v":3076.896,"d":"3,076.896"}},"Rs./ 4,650Cft"]
["6.","Labour Cost Per Ton",null,"=","316.00 Ton @ 225.00 Rs./Ton",null,{"$f":"316*225","v":{"v":71100,"d":"71,100.000"}},"Rs./ 4,650Cft"]
[]
[{"$nulls":4},"Sub-total Cost C","=",{"$f":"SUM(G35:G40)","v":{"v":80234.536,"d":"80,234.536"}},"Rs./ 4,650Cft"]
[]
["D","Total Cost (A+B+C)",{"$nulls":3},"=",{"$f":"G22+G33+G42","v":{"v":1659269.0532,"d":"1,659,269.053"}},{"$f":"H42","v":"Rs./ 4,650Cft"}]
[]
["E","Add 2% water charges",{"$nulls":3},"=",{"$f":"G44*2%","v":{"v":33185.381064,"d":"33,185.381"}},"Rs./ 4,650Cft"]
[]
["F","Total Cost (D+E)",{"$nulls":3},"=",{"$f":"G44+G46","v":{"v":1692454.434264,"d":"1,692,454.434"}},{"$f":"H44","v":"Rs./ 4,650Cft"}]
[]
[" "]
["H","G.Total Cost Prime  (F+G)",{"$nulls":3},"=",{"$f":"G48","v":{"v":1692454.434264,"d":"1,692,454.434"}},{"$f":"H48","v":"Rs./ 4,650Cft"}]
[]
["I","Net Rate of Providing and laying of Asphalt Premix equipments. ",{"$nulls":3},"=",{"$f":"ROUND(G51/4650,)","v":{"v":364,"d":"364.00"}},"Rs./Cft"]
[{"$nulls":6},{"$f":"ROUND(G53*35.315,0)","v":{"v":12855,"d":"12,855.00"}},"Rs./CM"]
[{"$nulls":6},{"$f":"ROUND(G54/2.4,0)","v":{"v":5356,"d":"5,356.00"}}," Rs//Ton"]
["Note:-",null,"Above rate included equipment rent @ 20%  + diesel and primer as required."]

{"sheet":"Asphalt Premix","index":5,"n_rows":57,"n_cols":12,"rows_kept":57,"merged":[[3,0,3,9],[54,0,56,0],[54,1,56,4],[54,5,56,5]]}
[{"$f":"'Concrete Rates'!A1","v":"Project Name….."}]
[{"$f":"'Concrete Rates'!A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[]
[null,"Asphalt Premix"]
[]
[null,"Measuring Unit",{"$nulls":6},"1 Cft"]
[]
[null,"Item Desc.","Providing and laying of asphalt Premix"]
[]
[null,"Crew for  4,650 Cft or 132.00 C.M Quantity"]
["A","Material Cost"]
["1.","Crush 25 ~ 20mm",null,"=","1,753.800 Cft @ 79.00Rs/Cft","=",{"$f":"1753.8*79","v":{"v":138550.19999999998,"d":"138,550.200"}},"Rs./ 4,650Cft"]
["2.","Crush 20 ~ 10mm",null,"=","2,254.976 Cft @ 79.00Rs/Cft","=",{"$f":"2254.976*79","v":{"v":178143.10400000002,"d":"178,143.104"}},"Rs./ 4,650Cft"]
["3.","Crush 10 ~ 05mm",null,"=","1,835.960 Cft @ 68.00Rs/Cft","=",{"$f":"1835.96*68","v":{"v":124845.28,"d":"124,845.280"}},"Rs./ 4,650Cft"]
["4.","Stone Dust 5~0mm",null,"=","2,498.296 Cft @ 49.00Rs/Cft","=",{"$f":"2498.296*49","v":{"v":122416.50399999999,"d":"122,416.504"}},"Rs./ 4,650Cft"]
["5.","Bitumen 60/70",null,"=","13.746.00 Ton @ 47,736Rs/Ton","=",{"$f":"13.746*47736","v":{"v":656179.056,"d":"656,179.056"}},"Rs./ 4,650Cft"]
["6.","Furnace Oil",null,"=","1,896.00 Ltr @ 46.92 Rs/ltr","=",{"$f":"1896*46.92","v":{"v":88960.32,"d":"88,960.320"}},"Rs./ 4,650Cft"]
["7.","Add 5% Wastage on Sr.No.1 ~ 6",null,"=",{"v":0.05,"d":"5%"},"=",{"$f":"SUM(G14:G19)*E20","v":{"v":65454.7232,"d":"65,454.723"}},"Rs./ 4,650Cft"]
[]
[{"$nulls":4},"Sub-total Cost A","=",{"$f":"SUM(G14:G20)","v":{"v":1374549.1871999998,"d":"1,374,549.187"}},"Rs./ 4,650Cft",null,null,{"$f":"G22/132","v":{"v":10413.251418181817,"d":"10,413.25"}}]
["B","Equipments:"]
["1.","Asphalt Mixing Plant 60 Ton",null,"=","1 x 6Hrs @ 987.00 Rs./Hrs","=",{"$f":"1*6*987","v":{"v":5922,"d":"5,922.000"}},{"$f":"+(132*2.51)*400","v":{"v":132528,"d":"132,528.000"}}]
["2.","Loader",null,"=","1 x 6Hrs @ 2,111.00 Rs./Hrs","=",{"$f":"1*6*2111","v":{"v":12666,"d":"12,666.000"}},"Rs./ 4,650Cft"]
["3.","Dumper",null,"=","3 x 6Hrs @ 1,560.00 Rs./Hrs","=",0,"Rs./ 4,650Cft"]
["3.","Dumper",null,"=","12 x 8 Hrs @ 1,560.00 Rs./Hrs","=",{"$f":"12*8*1560","v":{"v":149760,"d":"149,760.000"}},"Rs./ 4,650Cft"]
["4.","PTR",null,"=","3 x 8Hrs @ 1,626.00 Rs./Hrs","=",{"$f":"3*8*1626","v":{"v":39024,"d":"39,024.000"}},"Rs./ 4,650Cft"]
["5.","Tendom vibrator Roller",null,"=","1 x 8Hrs @ 2,130 Rs./Hrs","=",{"$f":"1*8*2130","v":{"v":17040,"d":"17,040.000"}},"Rs./ 4,650Cft"]
["6.","Paver Machine",null,"=","1 x 6Hrs @ 7,872.00 Rs./Hrs","=",{"$f":"1*6*7872","v":{"v":47232,"d":"47,232.000"}},"Rs./ 4,650Cft"]
["7.","Compressor",null,"=","1 x 4Hrs @ 425.00 Rs./Hrs","=",{"$f":"1*4*425","v":{"v":1700,"d":"1,700.000"}},"Rs./ 4,650Cft"]
["8.","Generator",null,"=","1 x 18 Hrs @ 4,879 Rs./Hrs","=",{"$f":"1*18*4879","v":{"v":87822,"d":"87,822.000"}},"Rs./ 4,650Cft"]
[]
[{"$nulls":4},"Sub-total Cost B","=",{"$f":"SUM(G24:G32)","v":{"v":361166,"d":"361,166.000"}},"Rs./ 4,650Cft",null,null,{"$f":"G34/132","v":{"v":2736.1060606060605,"d":"2,736.11"}}]
["C","Manpower Cost:"]
["1.","Asphalt plant Engineer",null,"=","1 x 6 Hrs @ 240.38Rs./Hrs",null,{"$f":"1*6*240.38","v":{"v":1442.28,"d":"1,442.280"}},"Rs./ 4,650Cft"]
["2.","Site Engineer",null,"=","1 x 8 Hrs @ 288.46Rs./Hrs",null,{"$f":"1*8*288.46","v":{"v":2307.68,"d":"2,307.680"}},"Rs./ 4,650Cft"]
["3.","Supervisor",null,"=","1 x 8 Hrs @ 144.230Rs./Hrs",null,{"$f":"1*8*144.23","v":{"v":1153.84,"d":"1,153.840"}},"Rs./ 4,650Cft"]
["4.","Surveyor",null,"=","1 x 8 Hrs @ 144.230Rs./Hrs",null,{"$f":"1*8*144.23","v":{"v":1153.84,"d":"1,153.840"}},"Rs./ 4,650Cft"]
["5.","Surveyor Helper",null,"=","4 x 8 Hrs @ 96.153Rs./Hrs",null,{"$f":"4*8*96.153","v":{"v":3076.896,"d":"3,076.896"}},"Rs./ 4,650Cft"]
["6.","Labour Cost Per Ton",null,"=","316.00 Ton @ 225.00 Rs./Ton",null,{"$f":"316*225","v":{"v":71100,"d":"71,100.000"}},"Rs./ 4,650Cft"]
[]
[{"$nulls":4},"Sub-total Cost C","=",{"$f":"SUM(G36:G41)","v":{"v":80234.536,"d":"80,234.536"}},"Rs./ 4,650Cft",null,null,{"$f":"G43/132","v":{"v":607.8373939393939,"d":"607.84"}}]
[]
["D","Total Cost (A+B+C)",{"$nulls":3},"=",{"$f":"G22+G34+G43","v":{"v":1815949.7232,"d":"1,815,949.723"}},{"$f":"H43","v":"Rs./ 4,650Cft"}]
[]
["E","Add 2% water charges",{"$nulls":3},"=",{"$f":"G45*2%","v":{"v":36318.994463999996,"d":"36,318.994"}},"Rs./ 4,650Cft"]
[]
["F","Total Cost (D+E)",{"$nulls":3},"=",{"$f":"G26+G45+G47","v":{"v":1852268.7176639999,"d":"1,852,268.718"}},{"$f":"H45","v":"Rs./ 4,650Cft"},null,null,{"$f":"G49/132","v":{"v":14032.338770181817,"d":"14,032.34"}},{"$f":"K49/2.4","v":{"v":5846.807820909091,"d":"5,846.81"}}]
[]
["G","Prime ",null,"=","(132.00/.05) = 2640.00 X 10.76 @ 9.00 Rs/Sft","=",0,{"$f":"H47","v":"Rs./ 4,650Cft"}]
[" "]
["H","G.Total Cost Prime  (F+G)",{"$nulls":4},{"$f":"G49+G51","v":{"v":1852268.7176639999,"d":"1,852,268.718"}},{"$f":"H49","v":"Rs./ 4,650Cft"}]
[]
["I","Net Rate of Providing and laying of Asphalt Premix. ",{"$nulls":3},"=",{"$f":"G53/4650","v":{"v":398.33735863741936,"d":"398.337"}},"Rs./Cft"]
[{"$nulls":6},{"$f":"G55*35.315","v":{"v":14067.283820280463,"d":"14,067.284"}},"Rs./CM"]
[{"$nulls":6},{"$f":"G56/2.4","v":{"v":5861.368258450193,"d":"5,861.368"}}," Rs//Ton"]

{"sheet":"Asphalt Premix (2)","index":6,"n_rows":57,"n_cols":12,"rows_kept":57,"merged":[[3,0,3,9],[54,0,56,0],[54,1,56,4],[54,5,56,5]]}
[{"$f":"'Concrete Rates'!A1","v":"Project Name….."}]
[{"$f":"'Concrete Rates'!A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[]
[null,"Asphalt Premix"]
[]
[null,"Measuring Unit",{"$nulls":6},"1 Cft"]
[]
[null,"Item Desc.","Providing and laying of asphalt Premix"]
[]
[null,"Crew for  4,650 Cft or 132.00 C.M Quantity"]
["A","Material Cost"]
["1.","Crush 25 ~ 20mm",null,"=","1,753.800 Cft @ 79.00Rs/Cft","=",{"$f":"1753.8*79","v":{"v":138550.19999999998,"d":"138,550.200"}},"Rs./ 4,650Cft"]
["2.","Crush 20 ~ 10mm",null,"=","2,254.976 Cft @ 79.00Rs/Cft","=",{"$f":"2254.976*79","v":{"v":178143.10400000002,"d":"178,143.104"}},"Rs./ 4,650Cft"]
["3.","Crush 10 ~ 05mm",null,"=","1,835.960 Cft @ 68.00Rs/Cft","=",{"$f":"1835.96*68","v":{"v":124845.28,"d":"124,845.280"}},"Rs./ 4,650Cft"]
["4.","Stone Dust 5~0mm",null,"=","2,498.296 Cft @ 49.00Rs/Cft","=",{"$f":"2498.296*49","v":{"v":122416.50399999999,"d":"122,416.504"}},"Rs./ 4,650Cft"]
["5.","Bitumen 60/70",null,"=","13.746.00 Ton @ 47,736Rs/Ton","=",{"$f":"13.746*47736","v":{"v":656179.056,"d":"656,179.056"}},"Rs./ 4,650Cft"]
["6.","Furnace Oil",null,"=","1,896.00 Ltr @ 46.92 Rs/ltr","=",{"$f":"1896*46.92","v":{"v":88960.32,"d":"88,960.320"}},"Rs./ 4,650Cft"]
["7.","Add 5% Wastage on Sr.No.1 ~ 6",null,"=",{"v":0.05,"d":"5%"},"=",{"$f":"SUM(G14:G19)*E20","v":{"v":65454.7232,"d":"65,454.723"}},"Rs./ 4,650Cft"]
[]
[{"$nulls":4},"Sub-total Cost A","=",{"$f":"SUM(G14:G20)","v":{"v":1374549.1871999998,"d":"1,374,549.187"}},"Rs./ 4,650Cft",null,null,{"$f":"G22/132","v":{"v":10413.251418181817,"d":"10,413.25"}}]
["B","Equipments:"]
["1.","Asphalt Mixing Plant 60 Ton",null,"=","1 x 6Hrs @ 987.00 Rs./Hrs","=",{"$f":"1*6*987","v":{"v":5922,"d":"5,922.000"}},"Rs./ 4,650Cft"]
["2.","Loader",null,"=","1 x 6Hrs @ 2,111.00 Rs./Hrs","=",{"$f":"1*6*2111","v":{"v":12666,"d":"12,666.000"}},"Rs./ 4,650Cft"]
["3.","Dumper",null,"=","3 x 6Hrs @ 1,560.00 Rs./Hrs","=",0,"Rs./ 4,650Cft"]
["3.","Dumper",null,"=","12 x 8 Hrs @ 1,560.00 Rs./Hrs","=",{"$f":"12*8*1560","v":{"v":149760,"d":"149,760.000"}},"Rs./ 4,650Cft"]
["4.","PTR",null,"=","3 x 8Hrs @ 1,626.00 Rs./Hrs","=",{"$f":"3*8*1626","v":{"v":39024,"d":"39,024.000"}},"Rs./ 4,650Cft"]
["5.","Tendom vibrator Roller",null,"=","1 x 8Hrs @ 2,130 Rs./Hrs","=",{"$f":"1*8*2130","v":{"v":17040,"d":"17,040.000"}},"Rs./ 4,650Cft"]
["6.","Paver Machine",null,"=","1 x 6Hrs @ 7,872.00 Rs./Hrs","=",{"$f":"1*6*7872","v":{"v":47232,"d":"47,232.000"}},"Rs./ 4,650Cft"]
["7.","Compressor",null,"=","1 x 4Hrs @ 425.00 Rs./Hrs","=",{"$f":"1*4*425","v":{"v":1700,"d":"1,700.000"}},"Rs./ 4,650Cft"]
["8.","Generator",null,"=","1 x 18 Hrs @ 4,879 Rs./Hrs","=",{"$f":"1*18*4879","v":{"v":87822,"d":"87,822.000"}},"Rs./ 4,650Cft"]
[]
[{"$nulls":4},"Sub-total Cost B","=",{"$f":"SUM(G24:G32)","v":{"v":361166,"d":"361,166.000"}},"Rs./ 4,650Cft",null,null,{"$f":"G34/132","v":{"v":2736.1060606060605,"d":"2,736.11"}}]
["C","Manpower Cost:"]
["1.","Asphalt plant Engineer",null,"=","1 x 6 Hrs @ 240.38Rs./Hrs",null,{"$f":"1*6*240.38","v":{"v":1442.28,"d":"1,442.280"}},"Rs./ 4,650Cft"]
["2.","Site Engineer",null,"=","1 x 8 Hrs @ 288.46Rs./Hrs",null,{"$f":"1*8*288.46","v":{"v":2307.68,"d":"2,307.680"}},"Rs./ 4,650Cft"]
["3.","Supervisor",null,"=","1 x 8 Hrs @ 144.230Rs./Hrs",null,{"$f":"1*8*144.23","v":{"v":1153.84,"d":"1,153.840"}},"Rs./ 4,650Cft"]
["4.","Surveyor",null,"=","1 x 8 Hrs @ 144.230Rs./Hrs",null,{"$f":"1*8*144.23","v":{"v":1153.84,"d":"1,153.840"}},"Rs./ 4,650Cft"]
["5.","Surveyor Helper",null,"=","4 x 8 Hrs @ 96.153Rs./Hrs",null,{"$f":"4*8*96.153","v":{"v":3076.896,"d":"3,076.896"}},"Rs./ 4,650Cft"]
["6.","Labour Cost Per Ton",null,"=","316.00 Ton @ 225.00 Rs./Ton",null,{"$f":"316*225","v":{"v":71100,"d":"71,100.000"}},"Rs./ 4,650Cft"]
[]
[{"$nulls":4},"Sub-total Cost C","=",{"$f":"SUM(G36:G41)","v":{"v":80234.536,"d":"80,234.536"}},"Rs./ 4,650Cft",null,null,{"$f":"G43/132","v":{"v":607.8373939393939,"d":"607.84"}}]
[]
["D","Total Cost (A+B+C)",{"$nulls":3},"=",{"$f":"G22+G34+G43","v":{"v":1815949.7232,"d":"1,815,949.723"}},{"$f":"H43","v":"Rs./ 4,650Cft"}]
[]
["E","Add 2% water charges",{"$nulls":3},"=",{"$f":"G45*2%","v":{"v":36318.994463999996,"d":"36,318.994"}},"Rs./ 4,650Cft"]
[]
["F","Total Cost (D+E)",{"$nulls":3},"=",{"$f":"G26+G45+G47","v":{"v":1852268.7176639999,"d":"1,852,268.718"}},{"$f":"H45","v":"Rs./ 4,650Cft"},null,null,{"$f":"G49/132","v":{"v":14032.338770181817,"d":"14,032.34"}},{"$f":"K49/2.4","v":{"v":5846.807820909091,"d":"5,846.81"}}]
[]
["G","Prime ",null,"=","(132.00/.05) = 2640.00 X 10.76 @ 9.00 Rs/Sft","=",0,{"$f":"H47","v":"Rs./ 4,650Cft"}]
[" "]
["H","G.Total Cost Prime  (F+G)",{"$nulls":4},{"$f":"G49+G51","v":{"v":1852268.7176639999,"d":"1,852,268.718"}},{"$f":"H49","v":"Rs./ 4,650Cft"}]
[]
["I","Net Rate of Providing and laying of Asphalt Premix. ",{"$nulls":3},"=",{"$f":"G53/4650","v":{"v":398.33735863741936,"d":"398.337"}},"Rs./Cft"]
[{"$nulls":6},{"$f":"G55*35.315","v":{"v":14067.283820280463,"d":"14,067.284"}},"Rs./CM"]
[{"$nulls":6},{"$f":"G56/2.4","v":{"v":5861.368258450193,"d":"5,861.368"}}," Rs//Ton"]

{"sheet":"Prime Coat","index":7,"n_rows":42,"n_cols":9,"rows_kept":42,"merged":[[6,2,6,5]]}
[{"$f":"'Asphalt Premix  with Equipments'!A1","v":"Project Name….."}]
[{"$f":"'Asphalt Premix  with Equipments'!A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"Road Works"]
[null,"Item # 302a",{"$nulls":3},"Unit",{"v":6000,"d":"6,000.00"},"SM"]
[null,"Item Desc.","Cut Back Asphalt for Bituminous Prime Coat "]
[]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Site Engineer",null,1,{"v":2,"d":"2.00"},267.07,{"$f":"D12*E12*F12","v":534.14}]
[null,"Forman Asphalt ",null,1,{"v":4,"d":"4.00"},{"v":150,"d":"150.00"},{"v":600,"d":"600.00"}]
[null,"Supervisor",null,1,{"v":8,"d":"8.00"},169.95,{"v":1359.6,"d":"1,359.60"}]
[null,"Assistant Surveyor",null,1,{"v":2,"d":"2.00"},106.83,213.66]
[null,"Helper",null,2,{"v":2,"d":"2.00"},{"v":62.5,"d":"62.50"},{"v":250,"d":"250.00"}]
[null,"Labour",null,2,{"v":8,"d":"8.00"},{"v":62.5,"d":"62.50"},{"v":1000,"d":"1,000.00"}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G12:G17)","v":{"v":3957.3999999999996,"d":"3,957.40"}}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"Asphalt M.C.70",null,"Ton",{"v":2.862,"d":"2.86"},{"v":70800,"d":"70,800.00"},{"$f":"E22*F22","v":{"v":202629.6,"d":"202,629.60"}}]
[null,"Kerosene Oil",null,"Ltr",{"v":2700,"d":"2,700.00"},{"v":76,"d":"76.00"},{"$f":"E23*F23","v":{"v":205200,"d":"205,200.00"}}]
[null,"Water",null,"1000LIT",{"v":2,"d":"2.00"},{"v":120,"d":"120.00"},{"$f":"E24*F24","v":{"v":240,"d":"240.00"}}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G22:G24)","v":{"v":408069.6,"d":"408,069.60"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Tractor. 50 H.P",null,1,{"v":4,"d":"4.00"},466.03,{"$f":"D29*E29*F29","v":{"v":1864.12,"d":"1,864.12"}}]
[null,"Water Tank Tow Typ 4000 LTR.(INCl.TRACTOR)",null,1,{"v":1,"d":"1.00"},514.11,{"$f":"D30*E30*F30","v":514.11}]
[null,"Power Broom",null,1,{"v":4,"d":"4.00"},562.18,{"$f":"D31*E31*F31","v":{"v":2248.72,"d":"2,248.72"}}]
[null,"Bitumen Dist.Tow Type 2000 LTR",null,1,{"v":8,"d":"8.00"},{"v":1124.37,"d":"1,124.37"},{"$f":"D32*E32*F32","v":{"v":8994.96,"d":"8,994.96"}}]
[null,"Pump 4\" Delivery (Diesel)",null,1,{"v":1,"d":"1.00"},{"v":625,"d":"625.00"},{"$f":"D33*E33*F33","v":{"v":625,"d":"625.00"}}]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G29:G33)","v":{"v":14246.91,"d":"14,246.91"}}]
[null,"Summary"]
[]
[null,"Basic Cost For 6,000.00 SM ",{"$nulls":4},{"$f":"G19+G26+G35","v":{"v":426273.91,"d":"426,273.91"}}]
[null,"Basic Cost Per SM",{"$nulls":4},{"$f":"ROUND(G38/6000,2)","v":71.05},null,{"$f":"G39/10.76","v":{"v":6.603159851301115,"d":"6.60"}}]
[null,"Basic Cost Per SFT",{"$nulls":4},{"$f":"G39/10.76","v":{"v":6.603159851301115,"d":"6.60"}},null,{"$f":"G40/10.76","v":{"v":0.6136765661060516,"d":"0.61"}}]
[null,"OverHead & Profit 25 Percentage",{"$nulls":4},{"$f":"G40*0.25","v":{"v":1.6507899628252787,"d":"1.65"}}]
[null,"Total Cost Per SFT",{"$nulls":4},{"$f":"ROUND(SUM(G40:G41),2)","v":8.25}]

{"sheet":"Kerb Stone","index":8,"n_rows":36,"n_cols":14,"rows_kept":36,"merged":[[6,2,6,5],[12,1,12,2]]}
[{"$f":"+'Sub Base & Base'!A1","v":"Project Name….."}]
[{"$f":"'SAND CUSHION'!A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"Kerb Stone"]
[null,"Item # 601 dii",{"$nulls":3},"Unit",{"v":180,"d":"180.00"},"M",null,{"$f":"+G6*3.281","v":590.58}]
[null,"Item Desc.","Precast Kerb in concrete Class-A1 of size 12\"x12\"x4\" including bedding and haunching along carriageway & Disposal Excavated Material within 30m.",{"$nulls":8},{"$f":"1*1*0.33","v":0.33},{"$f":"+L7*320","v":105.60000000000001},{"$f":"+M7*1.15","v":121.44}]
[{"$nulls":13},{"$f":"35+40+N7","v":196.44}]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Supervisor",null,1,{"v":8,"d":"8.00"},288.46,{"$f":"D11*E11*F11","v":{"v":2307.68,"d":"2,307.68"}},null,{"$f":"+F11*8","v":2307.68},{"$f":"60000/208","v":288.46153846153845}]
[null,"Mason",null,2,{"v":8,"d":"8.00"},{"v":162.5,"d":"162.50"},{"$f":"D12*E12*F12","v":{"v":2600,"d":"2,600.00"}},null,{"$f":"+F12*8","v":1300},{"$f":"1300/8","v":162.5}]
[null,"Labour",null,6,{"v":8,"d":"8.00"},{"v":112.5,"d":"112.50"},{"$f":"D13*E13*F13","v":{"v":5400,"d":"5,400.00"}},null,{"$f":"+F13*8","v":900},{"$f":"900/8","v":112.5}]
[]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G11:G13)","v":{"v":10307.68,"d":"10,307.68"}},null,{"$f":"G16/100","v":{"v":103.0768,"d":"103.08"}}]
["B","Materials",{"$nulls":6},{"$f":"I16/3.281","v":{"v":31.416275525754344,"d":"31.42"}}]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null," Class-A1 of size 12\"x12\"x4\" ",null,"Rm",{"v":100,"d":"100.000"},{"$f":"(160/12*12)*3.281","v":524.96},{"$f":"E19*F19","v":{"v":52496,"d":"52,496.00"}}]
[null,"Bedding",null,"CM",{"$f":"100*0.25*0.1","v":{"v":2.5,"d":"2.500"}},{"$f":"'Concrete Rates'!G40","v":{"v":6145.4,"d":"6,145.40"}},{"$f":"E20*F20","v":{"v":15363.5,"d":"15,363.50"}},null,{"$f":"F20/35.315","v":{"v":174.01670678182074,"d":"174.02"}}]
[null,"Hunching",null,"CM",{"$f":"100*0.075*0.2","v":{"v":1.5,"d":"1.500"}},{"$f":"F20","v":{"v":6145.4,"d":"6,145.40"}},{"$f":"E21*F21","v":{"v":9218.099999999999,"d":"9,218.10"}}]
[null,"Mortor",null,"Lumsum",{"v":100,"d":"100.000"},{"v":10,"d":"10.00"},{"$f":"E22*F22","v":{"v":1000,"d":"1,000.00"}}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G19:G22)","v":{"v":78077.6,"d":"78,077.60"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Tractor Trolley",null,1,{"v":8,"d":"8.00"},466.03,{"$f":"D27*E27*F27","v":{"v":3728.24,"d":"3,728.24"}}]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G27:G27)","v":{"v":3728.24,"d":"3,728.24"}}]
[null,"Summary"]
[]
[null,"Basic Cost For 1Rm.",{"$nulls":4},{"$f":"G16+G24+G29","v":{"v":92113.52,"d":"92,113.52"}}]
[null,"Basic Cost Per Rm",{"$nulls":4},{"$f":"ROUND(G32/G6,2)","v":511.74},null,{"$f":"G33/3.281","v":{"v":155.97074062785737,"d":"155.97"}}]
[null,"Basic Cost Per Rft",{"$nulls":4},{"$f":"ROUND(G33/3.281,2)","v":155.97}]
[null,"OverHead & Profit (10 + 15)Percentage",{"$nulls":4},{"$f":"G34*0.25","v":{"v":38.9925,"d":"38.99"}}]
[null,"Total Cost Per RFT",{"$nulls":4},{"$f":"ROUND(SUM(G34:G35),2)","v":194.96}]

{"sheet":"Edge Stone","index":9,"n_rows":36,"n_cols":12,"rows_kept":36}
[{"$f":"+'Kerb Stone'!A1","v":"Project Name….."}]
[{"$f":"'Concrete Rates'!A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[]
[]
[null,"Measuring Unit",{"$nulls":6},"Unit : 100 M"]
[null,"Item Desc.","Providing and fixing of (EDGE STONE 12''x6''x2'')"]
[]
[]
[]
[]
["A","Materials Cost:"]
["1.","Cement",null,"=","7.453 Bags @ 535.00 Rs./Bag",null,"=",{"$f":"Material!H36*535","v":{"v":3987.4784512499996,"d":"3,987.48"}},"Rs./100.M"]
["2.","Sand   ",null,"=","21.576 Cft @ 25.00 Rs./Cft",null,"=",{"$f":"Material!H37*25","v":{"v":539.40903515625,"d":"539.41"}},"Rs./100.M"]
["3.","Crush  (Sakhi Sarwar Size: 3~10mm)",null,"=","25.493 Cft @ 41.00 Rs./Cft",null,"=",{"$f":"Material!H38*41","v":{"v":1045.213640625,"d":"1,045.21"}},"Rs./100.M"]
["4.","Wastage  (Above items 1~3)",null,"=",{"v":0.03,"d":"3%"},null,"=",{"$f":"SUM(H14:H15)*E17","v":{"v":135.80662459218746,"d":"135.81"}},"Rs./100.M"]
["5.","Water Chareges i/c curing  (Above items 1~2)",null,"=",{"v":0.05,"d":"5%"},null,"=",{"$f":"SUM(H14:H15)*E18","v":{"v":226.34437432031245,"d":"226.34"}},"Rs./100.M"]
[]
[{"$nulls":5},"Sub-Total Cost A:   ","=",{"$f":"SUM(H14:H18)","v":{"v":5934.252125943749,"d":"5,934.25"}},"Rs./100M"]
[]
["B","Manpower:"]
["1.","Making for Edge Stone (12\" x 6\" x 2\")",null,null,"328.No. x 1.95 Rs / No.",null,null,{"$f":"328*1.95","v":{"v":639.6,"d":"639.60"}},"Rs./100.M"]
["2.","Fixing of Labour Charges",null,"=","100 Rm @ (10 x 3.281 = 32.81/Rft)",null,"=",{"$f":"100*32.81","v":{"v":3281,"d":"3,281.00"}},"Rs./100.M"]
[]
[{"$nulls":5},"Sub-Total Cost B:   ","=",{"$f":"SUM(H23:H24)","v":{"v":3920.6,"d":"3,920.60"}},{"$f":"I24","v":"Rs./100.M"}]
[]
["C","Total Cost (A+B)",{"$nulls":4},"=",{"$f":"H20+H26","v":{"v":9854.85212594375,"d":"9,854.85"}},"Rs./100.M",null,{"$f":"H28/35.315","v":{"v":279.05570227789184,"d":"279.06"}},"Rs./Cft"]
[]
["D","Total Basic Cost (D = C/100)",{"$nulls":4},"=",{"$f":"H28/100","v":{"v":98.54852125943749,"d":"98.55"}},"Rs./M",null,{"$f":"H30/35.315","v":{"v":2.7905570227789185,"d":"2.79"}},"Rs./Cft"]
[]
["E","Total Basic Cost (G = F /3.281)",{"$nulls":4},"=",{"$f":"H30/3.281","v":{"v":30.036123517048914,"d":"30.04"}},"Rs./Rft"]
[]
["G","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",{"$f":"H32*0.25","v":{"v":7.5090308792622285,"d":"7.51"}},{"$f":"I32","v":"Rs./Rft"}]
[]
["H","Grand Total Cost (H  = H+I)",{"$nulls":4},"=",{"$f":"H32+H34","v":{"v":37.54515439631114,"d":"37.55"}},{"$f":"I34","v":"Rs./Rft"}]

{"sheet":"Tuff Paver","index":10,"n_rows":43,"n_cols":10,"rows_kept":43,"merged":[[3,0,3,9],[9,2,9,4]]}
[{"$f":"+'Edge Stone'!A1","v":"Project Name….."}]
[{"$f":"'Concrete Rates'!A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[]
[null,"TUFF PAVER"]
[]
[null,"Measuring Unit",{"$nulls":6},"Sft"]
[]
[null,"Item Desc.","Providing and Fixing of 60mm tuff Paver,37mm thick sand cushion under TUFF PAVER including spreading ,leveling & compacting  location as per drawing."]
[]
[]
["A","Material Cost :"]
[null,"Tuff Paver",null,null,"1 Sft x @ (55.44+42.23)/2*10.76 Rs./ Sq.m",{"$nulls":3},{"$f":"(55.44+42.23)/2*10.76","v":{"v":525.4645999999999,"d":"525.46"}},"Rs./ Sq.m"]
["1.","Local Sand",null,"=","1.70 Cft x @ 25.00 Rs./ Cft",null,null,"=",{"$f":"1.7*25","v":{"v":42.5,"d":"42.50"}},"Rs./ Sq.m"]
["2.","Wastage",null,"=",{"v":0.05,"d":"5%"},null,null,"=",{"$f":"I15*5%","v":{"v":2.125,"d":"2.13"}},"Rs./ Sq.m"]
[]
[{"$nulls":6},"Sub Total Cost A:   ","=",{"$f":"SUM(I14:I16)","v":{"v":570.0895999999999,"d":"570.09"}},"Rs./ Sq.m"]
[]
["B","Equipments Cost :"]
["1.","Wheel Barrow",null,"=","1 No. x 0.08 Hrs. @ 50.00 Rs. / Hr",null,null,"=",{"$f":"1*0.08*50","v":{"v":4,"d":"4.00"}},"Rs./ Sq.m"]
["2.","Plate Compactor",null,"=","1 No. x 0.16 Hrs. @ 278.00 Rs. / Hr",null,null,"=",{"$f":"1*0.16*278","v":{"v":44.480000000000004,"d":"44.48"}},"Rs./ Sq.m"]
["3.","T &P ",null,"=","Lumsum",null,null,"=",{"v":5,"d":"5.000"},{"$f":"J21","v":"Rs./ Sq.m"}]
[]
[{"$nulls":6},"Sub Total Cost B:   ","=",{"$f":"SUM(I21:I23)","v":{"v":53.480000000000004,"d":"53.48"}},{"$f":"J18","v":"Rs./ Sq.m"}]
[]
["C","Labour Cost :"]
[null,"Labor Fixing Charges for Tuff Paver",null,null,"1 Sft. @ 8  x 10.76 ",{"$nulls":3},{"$f":"1*8*10.76","v":86.08},{"$f":"J23","v":"Rs./ Sq.m"}]
[]
[{"$nulls":6},"Sub Total Cost C:   ","=",{"$f":"SUM(I28:I29)","v":86.08},{"$f":"J18","v":"Rs./ Sq.m"}]
[]
["D","Total Cost (A+B+C)",{"$nulls":6},{"$f":"I18+I25+I30","v":{"v":709.6496,"d":"709.65"}},{"$f":"J30","v":"Rs./ Sq.m"}]
[]
[]
["E","Add 2 % Water Charges ",{"$nulls":5},"=",{"$f":"I32*2%","v":{"v":14.192992,"d":"14.19"}},{"$f":"J32","v":"Rs./ Sq.m"}]
[]
["F","Total Cost (D+E)",{"$nulls":5},"=",{"$f":"SUM(I32:I36)","v":{"v":723.842592,"d":"723.84"}},{"$f":"J32","v":"Rs./ Sq.m"}]
[]
["G","Total Basic Cost (F/10.76)",{"$nulls":5},"=",{"$f":"I37/10.76","v":{"v":67.27161635687732,"d":"67.27"}},"Rs./ Sft"]
[]
["H","Overheads (In-direct Cost) 25 % ",{"$nulls":5},"=",{"$f":"I39*25%","v":{"v":16.81790408921933,"d":"16.82"}},{"$f":"J39","v":"Rs./ Sft"}]
[]
["I"," Grand Total  Cost (G+H)",{"$nulls":5},"=",{"$f":"I41+I39","v":{"v":84.08952044609664,"d":"84.09"}},{"$f":"J41","v":"Rs./ Sft"}]

{"sheet":"Excavation","index":11,"n_rows":34,"n_cols":11,"rows_kept":34,"merged":[[6,2,6,5],[10,1,10,2],[12,1,12,2],[13,1,13,2]]}
[{"$f":"+'Tuff Paver'!A1","v":"Project Name….."}]
[{"$f":"'Concrete Rates'!A2","v":"CIVIL INFRASTRUCTURE WORKS"},{"$nulls":9},{"$f":"160/25","v":6.4}]
[]
["RATE ANALYSIS"]
[null,"Excavation"]
[null,"Item # 107a",{"$nulls":3},"Unit",{"v":100,"d":"100.00"},"CM"]
[null,"Item Desc.","Structure Excavation in Common Material."]
[null,null,"Upto 1.5m Depth"]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Site Engineer",null,1,{"v":1,"d":"1.00"},267.07,{"$f":"D11*E11*F11","v":267.07}]
[null,"Supervisor",null,1,{"v":6,"d":"6.00"},169.95,{"$f":"D12*E12*F12","v":{"v":1019.6999999999999,"d":"1,019.70"}}]
[null,"Assistant.Surveyor ",null,1,{"v":2,"d":"2.00"},106.83,{"$f":"D13*E13*F13","v":213.66}]
[null,"Helper",null,2,{"v":2,"d":"2.00"},{"v":62.5,"d":"62.50"},{"$f":"D14*E14*F14","v":{"v":250,"d":"250.00"}}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G11:G14)","v":{"v":1750.43,"d":"1,750.43"}}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G19:G19)","v":0}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Dumper  18 T",null,1,{"v":6,"d":"6.00"},{"v":1926.94,"d":"1,926.94"},{"$f":"D24*E24*F24","v":{"v":11561.64,"d":"11,561.64"}}]
[null,"Excavator (Track Type) 100 H.P.",null,1,{"v":4,"d":"4.00"},{"v":1766.04,"d":"1,766.04"},{"$f":"D25*E25*F25","v":{"v":7064.16,"d":"7,064.16"}}]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G24:G25)","v":{"v":18625.8,"d":"18,625.80"}}]
[null,"Summary"]
[]
[null,"Basic Cost For 50.00 CM ",{"$nulls":4},{"$f":"G16+G21+G27","v":{"v":20376.23,"d":"20,376.23"}}]
[null,"Basic Cost Per CM",{"$nulls":4},{"$f":"ROUND(G30/100,2)","v":203.76},null,{"$f":"G31/35.315","v":{"v":5.769786209825853,"d":"5.77"}}]
[null,"Basic Cost Per CFT",{"$nulls":4},{"$f":"ROUND(G31/35.32,2)","v":5.77}]
[null,"OverHead & Profit (10 + 15)Percentage",{"$nulls":4},{"$f":"G32*0.25","v":{"v":1.4425,"d":"1.44"}}]
[null,"Total Cost Per CFT",{"$nulls":4},{"$f":"ROUND(SUM(G32:G33),2)","v":7.21}]

{"sheet":"Excavation and Back Filling","index":12,"n_rows":40,"n_cols":9,"rows_kept":40,"merged":[[7,2,7,5],[11,1,11,2],[12,1,12,2],[14,1,14,2],[15,1,15,2],[16,1,16,2]]}
[{"$f":"Excavation!A1","v":"Project Name….."}]
[{"$f":"Excavation!A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"Excavation and Back Filling"]
[]
[null,"Item # 1",{"$nulls":3},"Unit",{"v":100,"d":"100.00"},"CM"]
[null,"Item Desc.","Excavation and Backfilling of trenches in all kind of soil upto required depth and width in Proper alignment and grade i/c site clearance timbering and shoring, stock piling ,back filling with suitable excavated earth , disposal of surplus earth up-to 1.0 km lead dewatering spot dressing watering ramming etc. as per drawing and according with the specification. Complete in all respect as per direction by the Engineer."]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Site Engineer",null,1,{"v":1,"d":"1.00"},267.07,{"$f":"D12*E12*F12","v":267.07}]
[null,"Forman EarthWorks ",null,1,3.55,{"v":150,"d":"150.00"},{"v":532.5,"d":"532.50"}]
[null,"Supervisor",null,1,{"$f":"6+7.1","v":{"v":13.1,"d":"13.10"}},169.95,{"v":2226.345,"d":"2,226.35"}]
[null,"Assistant.Surveyor ",null,1,{"v":2,"d":"2.00"},106.83,213.66]
[null,"Labour",null,1,{"v":21.3,"d":"21.30"},{"v":62.5,"d":"62.50"},{"v":1331.25,"d":"1,331.25"}]
[null,"Helper",null,2,{"v":2,"d":"2.00"},{"v":62.5,"d":"62.50"},{"v":250,"d":"250.00"}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G12:G17)","v":{"v":4820.825,"d":"4,820.83"}}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"Water",null,"1000LIT",14.29,{"v":120,"d":"120.00"},{"$f":"E22*F22","v":{"v":1714.8,"d":"1,714.80"}}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G22:G22)","v":{"v":1714.8,"d":"1,714.80"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Dumper  18 T",null,1,{"v":6,"d":"6.00"},{"v":1926.94,"d":"1,926.94"},0]
[null,"Excavator (Track Type) 100 H.P.",null,1,{"v":4,"d":"4.00"},{"v":1766.04,"d":"1,766.04"},{"$f":"D28*E28*F28","v":{"v":7064.16,"d":"7,064.16"}}]
[null,"Mini Roller",null,1,6.45,{"v":1364.75,"d":"1,364.75"},{"$f":"D29*E29*F29","v":{"v":8802.6375,"d":"8,802.64"}}]
[null,"Water Tank Tow Type 4000 LTR.(INCLUDE.TRACTOR)",null,1,4.84,{"v":1446.17,"d":"1,446.17"},{"$f":"D30*E30*F30","v":{"v":6999.4628,"d":"6,999.46"}}]
[null,"Pump 4'' Delivery (Diesel)",null,1,1.61,{"v":625,"d":"625.00"},{"$f":"D31*E31*F31","v":{"v":1006.2500000000001,"d":"1,006.25"}}]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G27:G31)","v":{"v":23872.5103,"d":"23,872.51"}}]
[null,"Summary"]
[]
[null,"Basic Cost For 100.00 CM ",{"$nulls":4},{"$f":"G19+G24+G33","v":{"v":30408.1353,"d":"30,408.14"}}]
[null,"Basic Cost Per CM",{"$nulls":4},{"$f":"ROUND(G36/100,2)","v":304.08},null,{"$f":"G37/35.32","v":{"v":8.609286523216307,"d":"8.61"}}]
[null,"Basic Cost Per CFT",{"$nulls":4},{"$f":"ROUND(G37/35.32,2)","v":8.61},null,{"$f":"G38-5.77","v":2.84}]
[null,"OverHead & Profit (10 + 15)Percentage",{"$nulls":4},{"$f":"G38*0.25","v":{"v":2.1525,"d":"2.15"}}]
[null,"Total Cost Per CFT",{"$nulls":4},{"$f":"ROUND(SUM(G38:G39),2)","v":10.76}]

{"sheet":"Concrete Rates","index":13,"n_rows":143,"n_cols":9,"rows_kept":143,"merged":[[6,2,6,5],[10,1,10,2],[12,1,12,2],[15,1,15,2],[16,1,16,2],[49,2,49,5],[53,1,53,2],[54,1,54,2],[55,1,55,2],[57,1,57,2],[58,1,58,2],[61,1,61,2],[62,1,62,2],[99,2,99,5],[103,1,103,2],[104,1,104,2],[105,1,105,2],[107,1,107,2],[108,1,108,2],[111,1,111,2],[112,1,112,2]]}
[{"$f":"+'Excavation and Back Filling'!A1","v":"Project Name….."}]
["CIVIL INFRASTRUCTURE WORKS"]
[]
["RATE ANALYSIS"]
[null,"Lean Concrete"]
[null,"Item # 401 f",{"$nulls":3},"Unit",{"v":9,"d":"9.00"},"CM"]
[null,"Item Desc.","Lean Concrete Ratio 1:4:8 1500 PSI Cylinder Strength"]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Forman Concrete",null,1,{"v":2,"d":"2.00"},{"v":150,"d":"150.00"},{"$f":"D11*E11*F11","v":{"v":300,"d":"300.00"}}]
[null,"Supervisor",null,1,{"v":7,"d":"7.00"},169.95,{"$f":"D12*E12*F12","v":{"v":1189.6499999999999,"d":"1,189.65"}}]
[null,"Assistant.Surveyor ",null,1,{"v":2,"d":"2.00"},106.83,213.66]
[null,"Mason",null,1,{"v":7,"d":"7.00"},118.75,{"$f":"D14*E14*F14","v":831.25}]
[null,"Carpenter",null,1,{"v":7,"d":"7.00"},{"v":125,"d":"125.00"},{"$f":"D15*E15*F15","v":{"v":875,"d":"875.00"}}]
[null,"Helper",null,3,{"v":7,"d":"7.00"},{"v":62.5,"d":"62.50"},{"$f":"D16*E16*F16","v":{"v":1312.5,"d":"1,312.50"}}]
[null,"Labour",null,10,{"v":7,"d":"7.00"},{"v":62.5,"d":"62.50"},{"v":4375,"d":"4,375.00"}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G11:G17)","v":{"v":9097.06,"d":"9,097.06"}}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"Cement ",null,"Bag",{"$f":"(200/50)*9","v":{"v":36,"d":"36.00"}},{"v":535,"d":"535.00"},{"$f":"E22*F22","v":{"v":19260,"d":"19,260.00"}}]
[null,"Local Sand",null,"Cft",{"$f":"19*9","v":{"v":171,"d":"171.00"}},{"v":25,"d":"25.00"},{"$f":"E23*F23","v":{"v":4275,"d":"4,275.00"}}]
[null,"Crushed",null,"Cft",{"$f":"35*9","v":{"v":315,"d":"315.00"}},{"v":41,"d":"41.00"},{"$f":"E24*F24","v":{"v":12915,"d":"12,915.00"}}]
[null,"Water",null,"1000LIT",{"v":2,"d":"2.00"},{"v":120,"d":"120.00"},{"$f":"E25*F25","v":{"v":240,"d":"240.00"}}]
[null,"Shuttering (A)",null,"CM",{"v":9,"d":"9.00"},112.79,{"$f":"E26*F26","v":{"v":1015.11,"d":"1,015.11"}}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G22:G26)","v":{"v":37705.11,"d":"37,705.11"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Water Tank Tow Type 4000 LTR.(INCLUDE.TRACTOR)",null,1,{"v":2,"d":"2.00"},{"v":1446.17,"d":"1,446.17"},{"$f":"D31*E31*F31","v":{"v":2892.34,"d":"2,892.34"}}]
[null,"Concrete Static Mixer 1/4 CUY",null,1,{"v":5,"d":"5.00"},{"v":625,"d":"625.00"},{"$f":"D32*E32*F32","v":{"v":3125,"d":"3,125.00"}}]
[null,"Pump 4'' Delivery (Diesel)",null,1,{"v":1,"d":"1.00"},{"v":625,"d":"625.00"},{"$f":"D33*E33*F33","v":{"v":625,"d":"625.00"}}]
[null,"Tractor Trolley",null,1,{"v":4,"d":"4.00"},466.03,{"$f":"D34*E34*F34","v":{"v":1864.12,"d":"1,864.12"}}]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G31:G34)","v":{"v":8506.46,"d":"8,506.46"}}]
[null,"Summary"]
[]
[null,"Basic Cost For 9.00 CM ",{"$nulls":4},{"$f":"G19+G28+G36","v":{"v":55308.63,"d":"55,308.63"}}]
[null,"Basic Cost Per CM",{"$nulls":4},{"$f":"ROUND(G39/9,2)","v":{"v":6145.4,"d":"6,145.40"}},null,{"$f":"G40/35.315","v":{"v":174.01670678182074,"d":"174.02"}}]
[null,"Basic Cost Per CFT",{"$nulls":4},{"$f":"ROUND(G40/35.32,2)","v":173.99}]
[null,"OverHead & Profit (10 + 15)Percentage",{"$nulls":4},{"$f":"G41*0.25","v":{"v":43.4975,"d":"43.50"}}]
[null,"Total Cost Per CFT",{"$nulls":4},{"$f":"ROUND(SUM(G41:G42),2)","v":217.49}]
[{"$f":"A1","v":"Project Name….."}]
[{"$f":"A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"Concrete Class-A1"]
[null,"Item # 401 a1 (i)",{"$nulls":3},"Unit",{"v":72,"d":"72.00"},"CM"]
[null,"Item Desc.","Concrete Class-A1 (Under Ground) Ratio 1:2:4 3000 PSI Cylinder Strength"]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Site Engineer",null,1,{"v":20,"d":"20.00"},267.07,{"$f":"D54*E54*F54","v":{"v":5341.4,"d":"5,341.40"}}]
[null,"Concrete Plant Engineer",null,1,{"v":4,"d":"4.00"},485.58,{"v":1942.32,"d":"1,942.32"}]
[null,"Forman Concrete",null,1,{"v":24,"d":"24.00"},{"v":150,"d":"150.00"},{"v":3600,"d":"3,600.00"}]
[null,"Supervisor",null,1,{"v":24,"d":"24.00"},169.95,{"v":4078.7999999999997,"d":"4,078.80"}]
[null,"Surveyor",null,1,{"v":20,"d":"20.00"},281.51,{"v":5630.2,"d":"5,630.20"}]
[null,"Assistant.Surveyor ",null,1,{"v":20,"d":"20.00"},106.83,{"v":2136.6,"d":"2,136.60"}]
[null,"Mason",null,8,{"v":8,"d":"8.00"},118.75,{"v":7600,"d":"7,600.00"}]
[null,"Carpenter",null,10,{"v":24,"d":"24.00"},{"v":125,"d":"125.00"},{"v":30000,"d":"30,000.00"}]
[null,"Helper",null,15,{"v":24,"d":"24.00"},{"v":62.5,"d":"62.50"},{"v":22500,"d":"22,500.00"}]
[null,"Labour",null,10,{"v":8,"d":"8.00"},{"v":62.5,"d":"62.50"},{"v":5000,"d":"5,000.00"}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G54:G63)","v":{"v":87829.31999999999,"d":"87,829.32"}}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"Cement ",null,"Bag",{"$f":"(350/50)*72","v":{"v":504,"d":"504.00"}},{"v":535,"d":"535.00"},{"$f":"E68*F68","v":{"v":269640,"d":"269,640.00"}}]
[null,"Local Sand",null,"Cft",{"$f":"17*72","v":{"v":1224,"d":"1224.00"}},{"v":25,"d":"25.00"},{"v":30600,"d":"30,600.00"},null,{"$f":"E69/35.32","v":34.65458663646659}]
[null,"Crushed",null,"Cft",{"$f":"32*72","v":{"v":2304,"d":"2304.00"}},{"v":41,"d":"41.00"},{"v":94464,"d":"94,464.00"},null,{"$f":"E70/35.32","v":65.2321630804077}]
[null,"Admixture",null,"Ltr",{"$f":"5.25*72","v":{"v":378,"d":"378.00"}},{"v":72,"d":"72.00"},{"v":27216,"d":"27,216.00"}]
[null,"Water",null,"1000LIT",15.45,{"v":120,"d":"120.00"},{"v":1854,"d":"1,854.00"}]
[null,"Shuttering (A)",null,"CM",{"v":72,"d":"72.00"},112.79,{"v":8120.88,"d":"8,120.88"}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G68:G73)","v":{"v":431894.88,"d":"431,894.88"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Front End Loader 1.50 Cu.m",null,1,{"v":2,"d":"2.00"},{"v":1364.75,"d":"1,364.75"},{"$f":"D78*E78*F78","v":{"v":2729.5,"d":"2,729.50"}}]
[null,"Water Tank Tow Type 12000 LTR.(INCLUDE.TRACTOR)",null,1,{"v":3,"d":"3.00"},{"v":1446.17,"d":"1,446.17"},{"v":4338.51,"d":"4,338.51"}]
[null,"Concrete Batching Plant.30 CUM/H",null,1,{"v":3,"d":"3.00"},{"v":600,"d":"600.00"},{"v":1800,"d":"1,800.00"}]
[null,"Concrete Transit mixer.6 Cu.m",null,6,{"v":4,"d":"4.00"},{"v":1605.14,"d":"1,605.14"},{"v":38523.36,"d":"38,523.36"}]
[null,"Pump 4'' Delivery (Diesel)",null,1,{"v":2,"d":"2.00"},{"v":625,"d":"625.00"},{"v":1250,"d":"1,250.00"}]
[null,"Vibrator (Pocker 1.5\")",null,2,{"v":6,"d":"6.00"},152.57,{"v":1830.84,"d":"1,830.84"}]
[null,"Tractor Trolley",null,1,{"v":4,"d":"4.00"},466.03,{"v":1864.12,"d":"1,864.12"}]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G78:G84)","v":{"v":52336.33,"d":"52,336.33"}}]
[null,"Summary"]
[]
[null,"Basic Cost For 72.00 CM ",{"$nulls":4},{"$f":"G65+G75+G86","v":{"v":572060.53,"d":"572,060.53"}}]
[null,"Basic Cost Per CM",{"$nulls":4},{"$f":"ROUND(G89/72,2)","v":{"v":7945.29,"d":"7,945.29"}},null,{"$f":"G90/35.315","v":{"v":224.98343480107604,"d":"224.98"}}]
[null,"Basic Cost Per CFT",{"$nulls":4},{"$f":"ROUND(G90/35.32,2)","v":224.95}]
[null,"OverHead & Profit (10 + 15)Percentage",{"$nulls":4},{"$f":"G91*0.25","v":{"v":56.2375,"d":"56.24"}}]
[null,"Total Cost Per CFT",{"$nulls":4},{"$f":"ROUND(SUM(G91:G92),2)","v":281.19}]
[{"$f":"+A44","v":"Project Name….."}]
[{"$f":"A45","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"Concrete Class-A3 "]
[null,"Item # 401 a 3 (iii) ",{"$nulls":3},"Unit",{"v":72,"d":"72.00"},"CM"]
[null,"Item Desc.","Concrete Class-A3 (Elevated)Ratio 1:1.5:3 4000 PSI Cylinder Strength"]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Site Engineer",null,1,{"v":20,"d":"20.00"},267.07,{"$f":"D104*E104*F104","v":{"v":5341.4,"d":"5,341.40"}}]
[null,"Concrete Plant Engineer",null,1,{"v":4,"d":"4.00"},485.58,{"v":1942.32,"d":"1,942.32"}]
[null,"Forman Concrete",null,1,{"v":24,"d":"24.00"},{"v":150,"d":"150.00"},{"v":3600,"d":"3,600.00"}]
[null,"Supervisor",null,1,{"v":24,"d":"24.00"},169.95,{"v":4078.7999999999997,"d":"4,078.80"}]
[null,"Surveyor",null,1,{"v":20,"d":"20.00"},281.51,{"v":5630.2,"d":"5,630.20"}]
[null,"Assistant.Surveyor ",null,1,{"v":20,"d":"20.00"},106.83,{"v":2136.6,"d":"2,136.60"}]
[null,"Mason",null,8,{"v":8,"d":"8.00"},118.75,{"v":7600,"d":"7,600.00"}]
[null,"Carpenter",null,10,{"v":24,"d":"24.00"},{"v":125,"d":"125.00"},{"v":30000,"d":"30,000.00"}]
[null,"Helper",null,15,{"v":24,"d":"24.00"},{"v":62.5,"d":"62.50"},{"v":22500,"d":"22,500.00"}]
[null,"Labour",null,10,{"v":8,"d":"8.00"},{"v":62.5,"d":"62.50"},{"v":5000,"d":"5,000.00"}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G104:G113)","v":{"v":87829.31999999999,"d":"87,829.32"}}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"Cement ",null,"Bag",{"$f":"(450/50)*72","v":{"v":648,"d":"648.00"}},{"v":535,"d":"535.00"},{"$f":"E118*F118","v":{"v":346680,"d":"346,680.00"}}]
[null,"Haro Sand",null,"Cft",{"$f":"16*72","v":{"v":1152,"d":"1152.00"}},{"v":25,"d":"25.00"},{"v":28800,"d":"28,800.00"},null,{"$f":"E119/35.32","v":32.61608154020385}]
[null,"Crushed",null,"Cft",{"$f":"30*72","v":{"v":2160,"d":"2160.00"}},{"v":41,"d":"41.00"},{"v":88560,"d":"88,560.00"},null,{"$f":"E120/35.32","v":61.15515288788222}]
[null,"Admixture",null,"Ltr",{"$f":"6.75*72","v":{"v":486,"d":"486.00"}},{"v":72,"d":"72.00"},{"v":34992,"d":"34,992.00"}]
[null,"Water",null,"1000LIT",{"v":15,"d":"15.00"},{"v":120,"d":"120.00"},{"v":1800,"d":"1,800.00"}]
[null,"Shuttering (A)",null,"CM",{"v":72,"d":"72.00"},{"v":2474,"d":"2,474.00"},{"v":178128,"d":"178,128.00"}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G118:G123)","v":{"v":678960,"d":"678,960.00"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Front End Loader 1.50 Cu.m",null,1,{"v":2,"d":"2.00"},{"v":1364.75,"d":"1,364.75"},{"$f":"D128*E128*F128","v":{"v":2729.5,"d":"2,729.50"}}]
[null,"Water Tank Tow Type 12000 LTR.(INCLUDE.TRACTOR)",null,1,{"v":3,"d":"3.00"},{"v":1446.17,"d":"1,446.17"},{"v":4338.51,"d":"4,338.51"}]
[null,"Concrete Batching Plant.30 CUM/H",null,1,{"v":3,"d":"3.00"},{"v":600,"d":"600.00"},{"v":1800,"d":"1,800.00"}]
[null,"Concrete Transit mixer.6 Cu.m",null,6,{"v":4,"d":"4.00"},{"v":1605.14,"d":"1,605.14"},{"v":38523.36,"d":"38,523.36"}]
[null,"Pump 4'' Delivery (Diesel)",null,1,{"v":2,"d":"2.00"},{"v":625,"d":"625.00"},{"v":1250,"d":"1,250.00"}]
[null,"Vibrator (Pocker 1.5\")",null,2,{"v":6,"d":"6.00"},152.57,{"v":1830.84,"d":"1,830.84"}]
[null,"Tractor Trolley",null,1,{"v":4,"d":"4.00"},466.03,{"v":1864.12,"d":"1,864.12"}]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G128:G134)","v":{"v":52336.33,"d":"52,336.33"}}]
[null,"Summary"]
[]
[null,"Basic Cost For 72.00 CM ",{"$nulls":4},{"$f":"G115+G125+G136","v":{"v":819125.6499999999,"d":"819,125.65"}}]
[null,"Basic Cost Per CM",{"$nulls":4},{"$f":"ROUND(G139/72,2)","v":{"v":11376.75,"d":"11,376.75"}},null,{"$f":"G140/35.315","v":{"v":322.1506442021804,"d":"322.15"}}]
[null,"Basic Cost Per CFT",{"$nulls":4},{"$f":"ROUND(G140/35.32,2)","v":322.11}]
[null,"OverHead & Profit (10 + 15)Percentage",{"$nulls":4},{"$f":"G141*0.25","v":{"v":80.5275,"d":"80.53"}}]
[null,"Total Cost Per CFT",{"$nulls":4},{"$f":"ROUND(SUM(G141:G142),2)","v":402.64}]

{"sheet":"Steel G-60","index":14,"n_rows":51,"n_cols":11,"rows_kept":51,"merged":[[3,0,3,9],[50,1,50,6]]}
[{"$f":"'Concrete Rates'!A1","v":"Project Name….."}]
[{"$f":"'Concrete Rates'!A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[]
[null,"REINFORCEMENT"]
[null,"Measuring Unit"]
[null,"Item Desc.","Reinforcement As per AASHTO M.31 GRADE 60",{"$nulls":4},"1 Ton"]
[]
[]
["A","Materials:"]
["1.","Re-bar Grade 40",null,"=","1.00 Ton @82,500 Rs./Ton",null,"=",{"$f":"1*82500","v":{"v":82500,"d":"82,500.00"}},"Rs./Ton"]
["2.","Lap percentage ",null,"=",{"v":0.03226,"d":"3.226%"},null,"=",{"$f":"H12*E13","v":{"v":2661.45,"d":"2,661.45"}},"Rs./ Ton"]
["3.","Concrete spacer block incl. binding wire"]
[{"$nulls":3},"=","Lumsum",null,"=",0,"Rs./ Ton"]
["4.","Binding Wire",null,"=","8 Kg/ Ton @120 Rs./ Kg",null,"=",{"$f":"8*120","v":{"v":960,"d":"960.00"}},"Rs./ Ton"]
["5.","Chalk for bar marking",null,"=","5 Nos/ Ton @ 1.50 Rs./ No",null,"=",{"$f":"5*1.5","v":{"v":7.5,"d":"7.50"}},"Rs./ Ton"]
["6.","Wastage",null,"=",{"v":0.05,"d":"5%"},null,"=",{"v":2000,"d":"2,000.00"},"Rs./Ton"]
[]
[{"$nulls":5},"Sub-Total Cost A:   ","=",{"$f":"SUM(H12:H18)","v":{"v":88128.95,"d":"88,128.95"}},"Rs./ Ton"]
[]
["B","Equipments:"]
["1.","Trali  shifting for site",null,"=","1 Hr/ Ton @ 592.00 Rs./ Hr",null,"=",{"$f":"1*592","v":{"v":592,"d":"592.00"}},"Rs./ Ton"]
["2.","Cutting Machine",null,"=","1/2 Hr/ Ton @ 271.00 Rs./ Hr",null,"=",{"$f":"1/2*271","v":{"v":135.5,"d":"135.50"}},"Rs./ Ton"]
["3.","Bending Machine",null,"=","1/2 Hr/ Ton @ 271.00 Rs./ Hr",null,"=",{"$f":"0.5*271","v":{"v":135.5,"d":"135.50"}},"Rs./ Ton"]
["4.","Diesel Generator 60 KVA"]
[{"$nulls":4},"1/2 Hr/ Ton @ 980.14 Rs./ Hr",null,"=",{"$f":"0.5*980.14","v":490.07},"Rs./ Ton"]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H23:H28)","v":{"v":1353.07,"d":"1,353.07"}},"Rs./ Ton"]
[]
["C","Manpower:"]
["1.","Manpower for Cutting, bending  "]
["1.1.","Steel Foreman ",null,"=","0.25 Hr/ Ton @ 150.00 Rs./ Hr",null,"=",{"$f":"0.25*150","v":{"v":37.5,"d":"37.50"}},"Rs./ Ton"]
["1.2.","Steel Fixer (2 Nos)",null,"=","2 x 1 Hr/ Ton @ 75.00 Rs./ Hr",null,"=",{"$f":"2*1*75","v":{"v":150,"d":"150.00"}},"Rs./ Ton"]
["1.3.","Steel Helper (4 Nos)",null,"=","4 x 1 Hr/ Ton @ 62.50 Rs./ Hr",null,"=",{"$f":"4*1*62.5","v":{"v":250,"d":"250.00"}},"Rs./ Ton"]
[2,"Manpower for Fixing & shifting"]
["2.1.","Steel Foreman ",null,"=","1x 6 Hr/ Ton @ 150.00 Rs./ Hr",null,"=",{"$f":"1*6*150","v":{"v":900,"d":"900.00"}},"Rs./ Ton"]
["2.2.","Steel Helper (4 Nos) for shifting",null,"=","4 x 6 Hr/ Ton @ 62.50 Rs./ Hr",null,"=",{"$f":"4*6*62.5","v":{"v":1500,"d":"1,500.00"}},"Rs./ Ton"]
["2.3.","Steel Fixer (3 Nos) for Fixing",null,"=","3 x 6 Hr/ Ton @ 75.00 Rs./ Hr",null,"=",{"$f":"3*6*75","v":{"v":1350,"d":"1,350.00"}},"Rs./ Ton"]
[]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H33:H39)","v":{"v":4187.5,"d":"4,187.50"}},"Rs./ Ton"]
[]
["D","Sub-Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H20+H29+H41","v":{"v":93669.52,"d":"93,669.52"}},"Rs./ Ton"]
[]
["E","Add 0.50% Water Charges ",{"$nulls":4},"=",0,"Rs./ Ton"]
[]
["F","Total Cost (D+E)",{"$nulls":4},"=",{"$f":"H43+H45","v":{"v":93669.52,"d":"93,669.52"}},"Rs./ Ton",null,{"$f":"H47/1000","v":{"v":93.66952,"d":"93.67"}}]
[]
["G","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",{"$f":"H47*0.25","v":{"v":23417.38,"d":"23,417.38"}},"Rs./ Ton"]
[]
["H","Net Cost for Reinforcement As per AASHTO M.31 GRADE 60    (F+G) ",{"$nulls":5},{"$f":"H47+H49","v":{"v":117086.90000000001,"d":"117,086.90"}},"Rs./ Ton"]

{"sheet":"Brick Works","index":15,"n_rows":41,"n_cols":9,"rows_kept":41,"merged":[[6,2,6,5],[11,1,11,2],[13,1,13,2],[14,1,14,2]]}
[{"$f":"'Prime Coat'!A1","v":"Project Name….."}]
[{"$f":"'Prime Coat'!A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"Brick Masonry"]
[null,"Item # 410",{"$nulls":3},"Unit",{"v":25,"d":"25.00"},"CM",{"$f":"+G6*0.225","v":5.625}]
[null,"Item Desc.","Brick Work."]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Supervisor",null,1,{"v":8,"d":"8.00"},169.95,{"$f":"D11*E11*F11","v":{"v":1359.6,"d":"1,359.60"}}]
[null,"Assistant.Surveyor ",null,1,{"v":2,"d":"2.00"},106.83,{"$f":"D12*E12*F12","v":213.66}]
[null,"Mason",null,10,{"v":8,"d":"8.00"},118.75,{"$f":"D13*E13*F13","v":{"v":9500,"d":"9,500.00"}}]
[null,"Labour",null,2,{"v":2,"d":"2.00"},{"v":62.5,"d":"62.50"},{"$f":"D14*E14*F14","v":{"v":250,"d":"250.00"}}]
[null,"Helper",null,15,{"v":8,"d":"8.00"},{"v":62.5,"d":"62.50"},{"$f":"D15*E15*F15","v":{"v":7500,"d":"7,500.00"}}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G11:G15)","v":{"v":18823.260000000002,"d":"18,823.26"}}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"Sand",null,"CM",{"v":8,"d":"8.00"},{"$f":"15*35.32","v":{"v":529.8,"d":"529.80"}},{"$f":"E20*F20","v":{"v":4238.4,"d":"4,238.40"}}]
[null,"Brick Class A",null,"No",{"v":12500,"d":"12,500.00"},{"v":7,"d":"7.00"},{"$f":"E21*F21","v":{"v":87500,"d":"87,500.00"}}]
[null,"Cement",null,"Bag",{"v":55,"d":"55.00"},{"v":535,"d":"535.00"},{"$f":"E22*F22","v":{"v":29425,"d":"29,425.00"}}]
[null,"Water",null,"1000LIT",{"v":18,"d":"18.00"},{"v":120,"d":"120.00"},{"$f":"E23*F23","v":{"v":2160,"d":"2,160.00"}}]
[null,"Scaffolding",null,"CM",{"v":25,"d":"25.00"},344.93,{"$f":"E24*F24","v":{"v":8623.25,"d":"8,623.25"}}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G20:G24)","v":{"v":131946.65,"d":"131,946.65"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Water Tank Tow Type 4000 LTR.(INCLUDE.TRACTOR)",null,1,{"v":6,"d":"6.00"},{"v":1446.17,"d":"1,446.17"},{"$f":"D29*E29*F29","v":{"v":8677.02,"d":"8,677.02"}}]
[null,"Pump 4'' Delivery (Diesel)",null,1,{"v":4,"d":"4.00"},{"v":625,"d":"625.00"},{"$f":"D30*E30*F30","v":{"v":2500,"d":"2,500.00"}}]
[null,"Tractor Trolley",null,1,{"v":6,"d":"6.00"},466.03,{"$f":"D31*E31*F31","v":{"v":2796.18,"d":"2,796.18"}}]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G29:G31)","v":{"v":13973.2,"d":"13,973.20"}}]
[null,"Summary"]
[]
[null,"Basic Cost For 25.00 CM ",{"$nulls":4},{"$f":"G17+G26+G33","v":{"v":164743.11000000002,"d":"164,743.11"}}]
[null,"Basic Cost Per CM",{"$nulls":4},{"$f":"ROUND(G36/25,2)","v":{"v":6589.72,"d":"6,589.72"}},null,{"$f":"G37/35.315","v":{"v":186.59832932181794,"d":"186.60"}}]
[null,"Basic Cost Per CFT",{"$nulls":4},{"$f":"ROUND(G37/35.32,2)","v":186.57}]
[null,"OverHead & Profit (10 + 15)Percentage",{"$nulls":4},{"$f":"G38*0.25","v":{"v":46.6425,"d":"46.64"}}]
[null,"Total Cost Per CFT",{"$nulls":4},{"$f":"ROUND(SUM(G38:G39),2)","v":233.21}]
[{"$nulls":6},{"$f":"+G40/0.225","v":1036.4888888888888}]

{"sheet":"C.Plaster 13mm","index":16,"n_rows":55,"n_cols":12,"rows_kept":55,"merged":[[1,0,1,10],[3,0,4,10],[10,2,10,7],[25,1,25,2],[29,1,29,2],[38,1,38,2],[39,1,39,2]]}
[]
["RATE ANALYSIS"]
[]
["CIVIL INFRASTRUCTURE WORKS"]
[]
[]
[null,"13mm Cement Ratio 1:4"]
[]
[null,"Measuring Unit"]
[]
[null,"Item Desc.","1/2'' (13 mm)  thick cement plaster 1:4 on Ceiling, walls and columns etc. in basement plinth, mezzanine and ground floor including making edges, corners and curing etc. complete.",{"$nulls":5},"Sq. M"]
[]
[]
[null,"Crew Quantity for  100 Sft."]
[]
["A","Material Analysis:"]
["1.","Wet volume of Mortar ",null,"=","100 x 0.50/12","=","4.17 Cft"]
["2.","Add: 1/3rd for shrinkage",null,"=","4.17 x 1/3   ","=","1.39 Cft"]
["3.","Sub-Total (Sr. # 1 & 2)",null,"=","4.17 + 1.39","=","5.56 Cft"]
["4.","Add: 5% Wastage on Sr. # 3",null,"=","5.56 x 5%","=","0.28 Cft"]
["5.","G-Total (Sr. # 3 & 4)",null,"=","5.56 + 0.28","=","5.84 Cft"]
[]
["a.","Ratio of Mortar:",null,"=","(1 : 4)"]
[null,"Sum of Ratio",null,"=","1 + 4 = 5"]
["1.","Cement",null,"=","(5.84/5)/1.25","=","0.93 Bags"]
["2.","Sand Local",null,"=","(5.84/5) x 4 ","=","4.68 Cft"]
[]
["B","Material Cost :"]
["1.","Cement",null,"=","0.93 Bag @ 535 Rs./ Bag",null,null,"=",{"$f":"0.93*535","v":497.55},"Rs./ 100 Sft"]
["2.","Sand Local (Chenab)",null,"=","4.68 Cft @ 15.00 Rs./ Cft",null,null,"=",{"$f":"4.68*15","v":{"v":70.19999999999999,"d":"70.20"}},"Rs./ 100 Sft"]
[]
[{"$nulls":6},"Sub Total Cost B:   ","=",{"$f":"SUM(I29:I31)","v":567.75},"Rs./ 100 Sft"]
["C","Equipments Cost :"]
["1.","Scaffolding Charges",null,"=","Lumsum",null,null,"=",0,"Rs./ 100 Sft"]
[]
[{"$nulls":6},"Sub Total Cost C:   ","=",{"$f":"I34","v":0},"Rs./ 100 Sft"]
["D","Manpower Cost :"]
["1.","Mason ",null,"=","2 x 3.44 Hr/ 100 Sft @ 118.75 Rs./ Hr",null,null,"=",{"$f":"2*3.44*118.75","v":{"v":817,"d":"817.00"}},"Rs./ 100 Sft"]
["2.","Labour",null,"=","2 x 3.64 Hr/ 100 Sft @ 62.50 Rs./ Hr",null,null,"=",{"$f":"2*3.64*62.5","v":{"v":455,"d":"455.00"}},"Rs./ 100 Sft"]
["3.","Water Man",null,"=","1 x 0.64 Hr/ 100 Sft @ 62.50 Rs./ Hr",null,null,"=",{"$f":"1*0.64*62.5","v":{"v":40,"d":"40.00"}},"Rs./ 100 Sft"]
["4.","Sundries/Labor ",null,"=","Lump Sum",null,null,"=",{"v":21,"d":"21.00"},"Rs./ 100 Sft"]
[]
[{"$nulls":6},"Sub Total Cost D:   ","=",{"$f":"SUM(I38:I41)","v":{"v":1333,"d":"1,333.00"}},"Rs./ 100 Sft"]
[]
["E","Sub Total Cost (B+C+D)",{"$nulls":5},"=",{"$f":"I32+I36+I43","v":{"v":1900.75,"d":"1,900.75"}},"Rs./ 100 Sft"]
[]
["F","Add. 1.50% Water Charges ",{"$nulls":5},"=",{"$f":"I45*1.5%","v":{"v":28.51125,"d":"28.51"}},"Rs./ 100 Sft"]
[]
["G","Total Cost (E+F)",{"$nulls":5},"=",{"$f":"I45+I47","v":{"v":1929.26125,"d":"1,929.26"}},"Rs./ 100 Sft",null,{"$f":"I49/100","v":{"v":19.2926125,"d":"19.29"}}]
[]
["H","Total Basic Cost (G/100)",{"$nulls":5},"=",{"$f":"I49/100","v":{"v":19.2926125,"d":"19.29"}},"Rs./  Sft",null,{"$f":"I51/100","v":{"v":0.192926125,"d":"0.19"}}]
[]
["I","Overheads (In-direct Cost) 25 % ",{"$nulls":5},"=",{"$f":"I51*0.25","v":{"v":4.823153125,"d":"4.82"}},"Rs./Sft"]
[]
["J"," Grand Total  Cost (J = H+I)",{"$nulls":5},"=",{"$f":"I51+I53","v":{"v":24.115765625,"d":"24.12"}},"Rs./Sft"]

{"sheet":"C.Plaster 13mm-1","index":17,"n_rows":65,"n_cols":16,"rows_kept":65,"merged":[[1,0,1,10],[3,0,4,10],[10,2,10,6],[25,1,25,2],[29,1,29,2],[38,1,38,2],[39,1,39,2]]}
[]
["RATE ANALYSIS"]
[]
["CIVIL INFRASTRUCTURE WORKS "]
[]
[]
[null,"13mm Cement Ratio 1:4"]
[]
[null,"Measuring Unit"]
[]
[null,"Item Desc.","1/2'' (13 mm)  thick cement plaster 1:4 on Ceiling, walls and columns etc. in basement plinth, mezzanine and ground floor including making edges, corners and curing etc. complete.",{"$nulls":5},"Sq. M"]
[]
[]
[null,"Crew Quantity for  100 Sft."]
[]
["A","Material Analysis:"]
["1.","Wet volume of Mortar ",null,"=","100 x 0.50/12","=","4.17 Cft"]
["2.","Add: 1/3rd for shrinkage",null,"=","4.17 x 1/3   ","=","1.39 Cft"]
["3.","Sub-Total (Sr. # 1 & 2)",null,"=","4.17 + 1.39","=","5.56 Cft"]
["4.","Add: 5% Wastage on Sr. # 3",null,"=","5.56 x 5%","=","0.28 Cft"]
["5.","G-Total (Sr. # 3 & 4)",null,"=","5.56 + 0.28","=","5.84 Cft"]
[]
["a.","Ratio of Mortar:",null,"=","(1 : 4)"]
[null,"Sum of Ratio",null,"=","1 + 4 = 5"]
["1.","Cement",null,"=","(5.84/5)/1.25","=","0.93 Bags"]
["2.","Sand Local",null,"=","(5.84/5) x 4 ","=","4.68 Cft"]
[]
["B","Material Cost :"]
["1.","Cement",null,"=","0.93 Bag @ 580 Rs./ Bag",null,null,"=",{"$f":"0.93*580","v":{"v":539.4,"d":"539.40"}},"Rs./ 100 Sft"]
["2.","Sand Local (Chenab)",null,"=","4.68 Cft @ 9.30 Rs./ Cft",null,null,"=",{"$f":"4.68*9.3","v":{"v":43.524,"d":"43.52"}},"Rs./ 100 Sft"]
[]
[{"$nulls":6},"Sub Total Cost B:   ","=",{"$f":"SUM(I29:I30)","v":{"v":582.924,"d":"582.92"}},"Rs./ 100 Sft",null,{"$f":"I32/100","v":{"v":5.8292399999999995,"d":"5.83"}}]
["C","Equipments Cost :"]
["1.","Scaffolding Charges",null,"=","Lumsum",null,null,"=",0,"Rs./ 100 Sft"]
[{"$nulls":13},1886.22,108.5]
[{"$nulls":6},"Sub Total Cost C:   ","=",{"$f":"I34","v":0},"Rs./ 100 Sft",{"$nulls":3},50,50]
["D","Manpower Cost :",{"$nulls":11},{"$f":"N35/N36","v":37.7244},{"$f":"O35/O36","v":2.17},{"$f":"O37*1000","v":2170}]
["1.","Mason ",null,"=","2 x 3.44 Hr/ 100 Sft @ 125.00 Rs./ Hr",null,null,"=",{"$f":"2*3.44*125","v":{"v":860,"d":"860.00"}},"Rs./ 100 Sft"]
["2.","Labour",null,"=","2 x 3.64 Hr/ 100 Sft @ 87.50 Rs./ Hr",null,null,"=",{"$f":"2*3.64*87.5","v":{"v":637,"d":"637.00"}},"Rs./ 100 Sft"]
["3.","Water Man",null,"=","1 x 0.64 Hr/ 100 Sft @ 37.50 Rs./ Hr",null,null,"=",{"$f":"1*0.64*87.5","v":{"v":56,"d":"56.00"}},"Rs./ 100 Sft",{"$nulls":4},40]
["4.","Sundries/Labor ",null,"=","Lump Sum",null,null,"=",{"v":21,"d":"21.00"},"Rs./ 100 Sft",{"$nulls":4},32]
[{"$nulls":14},21.82]
[{"$nulls":6},"Sub Total Cost D:   ","=",{"$f":"SUM(I38:I41)","v":{"v":1574,"d":"1,574.00"}},"Rs./ 100 Sft",null,{"$f":"I43/100","v":15.74},null,null,{"$f":"AVERAGE(O40:O42)","v":31.27333333333333}]
[{"$nulls":14},{"$f":"900/8","v":{"v":112.5,"d":"112.50"}}]
["E","Sub Total Cost (B+C+D)",{"$nulls":5},"=",{"$f":"I32+I36+I43","v":{"v":2156.924,"d":"2,156.92"}},"Rs./ 100 Sft",{"$nulls":4},{"$f":"O43*O44","v":{"v":3518.2499999999995,"d":"3,518.25"}}]
[]
["F","Add. 1.50% Water Charges ",{"$nulls":5},"=",0,"Rs./ 100 Sft",{"$nulls":4},{"$f":"2.72*2*O44","v":{"v":612,"d":"612.00"}},{"$f":"0.14*8","v":1.12}]
[{"$nulls":14},{"$f":"O47/50","v":12.24}]
["G","Total Cost (E+F)",{"$nulls":5},"=",{"$f":"I45+I47","v":{"v":2156.924,"d":"2,156.92"}},"Rs./ 100 Sft",null,{"$f":"I49/100","v":{"v":21.56924,"d":"21.57"}},null,null,{"$f":"O48*1000","v":{"v":12240,"d":"12,240.00"}}]
[{"$nulls":14},{"$f":"O49/1000","v":12.24}]
["H","Total Basic Cost (G/100)",{"$nulls":5},"=",{"$f":"I49/100","v":{"v":21.56924,"d":"21.57"}},"Rs./  Sft",null,{"$f":"I51/100","v":{"v":0.2156924,"d":"0.22"}}]
[]
["I","Overheads (In-direct Cost) 25 % ",{"$nulls":5},"=",{"$f":"I51*0.1","v":{"v":2.156924,"d":"2.16"}},"Rs./Sft"]
[]
["J"," Grand Total  Cost (J = H+I)",{"$nulls":5},"=",{"$f":"I51+I53","v":{"v":23.726164,"d":"23.73"}},"Rs./Sft"]
[]
[]
[]
[]
[{"$nulls":8},{"$f":"5600/3.5","v":{"v":1600,"d":"1,600.00"}},{"$f":"41*41*0.5","v":{"v":840.5,"d":"840.50"}}]
[{"$nulls":8},{"$f":"7/0.5","v":14}]
[{"$nulls":8},{"$f":"41*41","v":1681}]
[{"$nulls":8},{"$f":"I62*14","v":23534}]
[{"$nulls":8},{"$f":"41*41*3.5","v":5883.5}]
[{"$nulls":8},{"$f":"I64*7","v":41184.5}]

{"sheet":"C.Plaster 13mm-1 Sub-Con","index":18,"n_rows":53,"n_cols":16,"rows_kept":53,"merged":[[1,0,1,10],[3,0,4,10],[10,2,10,7],[25,1,25,2],[29,1,29,2],[38,1,38,2]]}
[]
["RATE ANALYSIS"]
[]
["CIVIL INFRASTRUCTURE WORKS "]
[]
[]
[null,"13mm Cement Ratio 1:4"]
[]
[null,"Measuring Unit"]
[]
[null,"Item Desc.","1/2'' (13 mm)  thick cement plaster 1:4 on Ceiling, walls and columns etc. in basement plinth, mezzanine and ground floor including making edges, corners and curing etc. complete.",{"$nulls":5},"Sq. M"]
[]
[]
[null,"Crew Quantity for  100 Sft."]
[]
["A","Material Analysis:"]
["1.","Wet volume of Mortar ",null,"=","100 x 0.50/12","=",{"$f":"0.5/12*60","v":{"v":2.5,"d":"2.50"}},"Cft"]
["2.","Add: 1/3rd for shrinkage",null,"=","4.17 x 1/3   ","=",{"$f":"(1/3)*G17","v":{"v":0.8333333333333333,"d":"0.83"}},"Cft"]
["3.","Sub-Total (Sr. # 1 & 2)",null,"=","2.50+0.83","=",{"$f":"G17+G18","v":{"v":3.333333333333333,"d":"3.33"}},"Cft"]
["4.","Add: 5% Wastage on Sr. # 3",null,"=","3.33 x 5%","=",{"$f":"G19*5%","v":{"v":0.16666666666666666,"d":"0.17"}},"Cft"]
["5.","G-Total (Sr. # 3 & 4)",null,"=","3.33 + 0.17","=",{"$f":"G19+G20","v":{"v":3.4999999999999996,"d":"3.50"}},"Cft"]
[]
["a.","Ratio of Mortar:",null,"=","(1 : 4)"]
[null,"Sum of Ratio",null,"=","1 + 4 = 5"]
["1.","Cement",null,"=","(5.84/5)/1.25","=",{"$f":"(G21/5)/1.25","v":{"v":0.5599999999999999,"d":"0.56"}},"Bags"]
["2.","Sand Local",null,"=","(5.84/5) x 4 ","=",{"$f":"G21/5*4","v":{"v":2.8,"d":"2.80"}},"Cft"]
[]
["B","Material Cost :"]
["1.","Cement",null,"=","0.93 Bag @ 580 Rs./ Bag",null,null,"=",{"$f":"G25*580","v":{"v":324.79999999999995,"d":"324.80"}},"Rs./ 60 Sft"]
["2.","Sand Local (Chenab)",null,"=","4.68 Cft @ 9.30 Rs./ Cft",null,null,"=",{"$f":"G26*9.3","v":26.04},"Rs./ 60 Sft"]
[]
[{"$nulls":6},"Sub Total Cost B:   ","=",{"$f":"SUM(I29:I30)","v":350.84},{"$f":"J30","v":"Rs./ 60 Sft"},null,0]
["C","Equipments Cost :"]
["1.","Scaffolding Charges",null,"=","Lumsum",null,null,"=",0,{"$f":"J32","v":"Rs./ 60 Sft"}]
[{"$nulls":13},1886.22,108.5]
[{"$nulls":6},"Sub Total Cost C:   ","=",{"$f":"I34","v":0},{"$f":"J34","v":"Rs./ 60 Sft"},{"$nulls":3},50,50]
["D","Manpower Cost :",{"$nulls":11},{"$f":"N35/N36","v":37.7244},{"$f":"O35/O36","v":2.17},{"$f":"O37*1000","v":2170}]
["1.","Mason ",null,"=","1 x 8 Hr/ 60 Sft @ 125.00 Rs./ Hr",null,null,"=",{"$f":"1*8*125","v":{"v":1000,"d":"1,000.00"}},"Rs./ 60 Sft"]
["2.","Labour",null,"=","1 x 8 Hr/ 60 Sft @ 75.00 Rs./ Hr",null,null,"=",{"$f":"1*8*75","v":{"v":600,"d":"600.00"}},"Rs./ 60 Sft"]
[{"$nulls":14},21.82]
[{"$nulls":6},"Sub Total Cost D:   ","=",{"$f":"SUM(I38:I39)","v":{"v":1600,"d":"1,600.00"}},{"$f":"J39","v":"Rs./ 60 Sft"},null,{"$f":"I41/60","v":{"v":26.666666666666668,"d":"26.67"}},null,null,{"$f":"AVERAGE(O40:O40)","v":21.82}]
[{"$nulls":14},{"$f":"900/8","v":{"v":112.5,"d":"112.50"}}]
["E","Sub Total Cost (B+C+D)",{"$nulls":5},"=",{"$f":"I32+I36+I41","v":{"v":1950.84,"d":"1,950.84"}},"Rs./ 60 Sft",{"$nulls":4},{"$f":"O41*O42","v":{"v":2454.75,"d":"2,454.75"}}]
[]
["F","Add. 1.50% Water Charges ",{"$nulls":5},"=",0,{"$f":"J43","v":"Rs./ 60 Sft"},{"$nulls":4},{"$f":"2.72*2*O42","v":{"v":612,"d":"612.00"}},{"$f":"0.14*8","v":1.12}]
[{"$nulls":14},{"$f":"O45/50","v":12.24}]
["G","Total Cost (E+F)",{"$nulls":5},"=",{"$f":"I43+I45","v":{"v":1950.84,"d":"1,950.84"}},{"$f":"J45","v":"Rs./ 60 Sft"},null,0,null,null,{"$f":"O46*1000","v":{"v":12240,"d":"12,240.00"}}]
[{"$nulls":14},{"$f":"O47/1000","v":12.24}]
["H","Total Basic Cost (G/100)",{"$nulls":5},"=",{"$f":"I47/60","v":{"v":32.513999999999996,"d":"32.51"}},"Rs./  Sft",null,{"$f":"L32+L41","v":{"v":26.666666666666668,"d":"26.67"}}]
[]
["I","Overheads (In-direct Cost) 25 % ",{"$nulls":5},"=",{"$f":"I49*0.1","v":{"v":3.2514,"d":"3.25"}},"Rs./Sft"]
[]
["J"," Grand Total  Cost (J = H+I)",{"$nulls":5},"=",{"$f":"I49+I51","v":{"v":35.76539999999999,"d":"35.77"}},"Rs./Sft"]

{"sheet":"Stucking","index":19,"n_rows":52,"n_cols":12,"rows_kept":52,"merged":[[1,0,1,10],[3,0,4,10],[10,2,10,7],[25,1,25,2],[29,1,29,2]]}
[]
["RATE ANALYSIS"]
[]
["CIVIL INFRASTRUCTURE WORKS SECTOR - C"]
[]
[]
[null,"Stucking"]
[]
[null,"Measuring Unit"]
[]
[null,"Item Desc.","1/2'' (13 mm)  thick cement plaster 1:6 on Manhole Stucking. and curing etc. complete.",{"$nulls":5},"Sq. M"]
[]
[]
[null,"Crew Quantity for  100 Sft."]
[]
["A","Material Analysis:"]
["1.","Wet volume of Mortar ",null,"=","100 x 0.50/12","=","4.17 Cft"]
["2.","Add: 1/3rd for shrinkage",null,"=","4.17 x 1/3   ","=","1.39 Cft"]
["3.","Sub-Total (Sr. # 1 & 2)",null,"=","4.17 + 1.39","=","5.56 Cft"]
["4.","Add: 5% Wastage on Sr. # 3",null,"=","5.56 x 5%","=","0.28 Cft"]
["5.","G-Total (Sr. # 3 & 4)",null,"=","5.56 + 0.28","=","5.84 Cft"]
[]
["a.","Ratio of Mortar:",null,"=","(1 : 6)"]
[null,"Sum of Ratio",null,"=","1 + 6 = 7"]
["1.","Cement",null,"=","(5.84/6)/1.25","=","0.67 Bags"]
["2.","Sand Local",null,"=","(5.84/7) x 6 ","=","5.01 Cft"]
[]
["B","Material Cost :"]
["1.","Cement",null,"=","0.67 Bag @ 535 Rs./ Bag",null,null,"=",{"$f":"0.67*535","v":{"v":358.45000000000005,"d":"358.45"}},"Rs./ 100 Sft"]
["2.","Sand Local (Chenab)",null,"=","5.01 Cft @ 9 Rs./ Cft",null,null,"=",{"$f":"5.01*9","v":{"v":45.089999999999996,"d":"45.09"}},"Rs./ 100 Sft"]
[]
[{"$nulls":6},"Sub Total Cost B:   ","=",{"$f":"SUM(I29:I31)","v":403.54},"Rs./ 100 Sft"]
["C","Equipments Cost :"]
["1.","Scaffolding Charges",null,"=","Lumsum",null,null,"=",0,"Rs./ 100 Sft"]
[]
[{"$nulls":6},"Sub Total Cost C:   ","=",{"$f":"I34","v":0},"Rs./ 100 Sft"]
["D","Manpower Cost :"]
["1.","Mason ",null,"=","100 Sft @ 4.00 Rs./ Sft",null,null,"=",{"$f":"100*4","v":{"v":400,"d":"400.00"}},"Rs./ 100 Sft"]
[]
[{"$nulls":6},"Sub Total Cost D:   ","=",{"$f":"SUM(I38:I39)","v":{"v":400,"d":"400.00"}},"Rs./ 100 Sft"]
[]
["E","Sub Total Cost (B+C+D)",{"$nulls":5},"=",{"$f":"I32+I36+I40","v":803.54},"Rs./ 100 Sft"]
[]
["F","Add. 1.50% Water Charges ",{"$nulls":5},"=",{"$f":"I42*1.5%","v":{"v":12.053099999999999,"d":"12.05"}},"Rs./ 100 Sft"]
[]
["G","Total Cost (E+F)",{"$nulls":5},"=",{"$f":"I42+I44","v":{"v":815.5930999999999,"d":"815.59"}},"Rs./ 100 Sft",null,{"$f":"I46/100","v":{"v":8.155930999999999,"d":"8.16"}}]
[]
["H","Total Basic Cost (G/100)",{"$nulls":5},"=",{"$f":"I46/100","v":{"v":8.155930999999999,"d":"8.16"}},"Rs./  Sft",null,{"$f":"I48/100","v":{"v":0.08155931,"d":"0.08"}}]
[]
["I","Overheads (In-direct Cost) 25 % ",{"$nulls":5},"=",{"$f":"I48*0.25","v":{"v":2.0389827499999997,"d":"2.04"}},"Rs./Sft"]
[]
["J"," Grand Total  Cost (J = H+I)",{"$nulls":5},"=",{"$f":"I48+I50","v":{"v":10.194913749999998,"d":"10.19"}},"Rs./Sft"]

{"sheet":"Fountain TILE","index":20,"n_rows":49,"n_cols":13,"rows_kept":49,"merged":[[10,2,10,6]]}
[{"$f":"'Concrete Rates'!A1","v":"Project Name….."}]
[{"$f":"'Concrete Rates'!A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[]
[]
[null,"CRAMIC  SPAIN TILE FLOORING IN FOUNTAIN"]
[]
[null,"Measuring Unit",{"$nulls":5},"SFT"]
[]
[null,"Item Desc.","Providing and laying 1 inch (25mm ) thick floor of mosaic marble chips tiles 13'' x 13'' 1'' in grey cement in (FOUTAIN) over 2'' (50mm) cement mortar 1:2 (one cement two sand )   setting the tile with grey cement slurry over cement mortar, jointing and washing the tiles with cement slurry of matching color  completer in all respect."]
[]
[]
[null,"DETAIL OF COST FOR 100 SQFT. OR 9.28 SQM."]
["A","Materials:"]
["1.","Mosaics PAIN tiles 12'' x 12'' ",null,"=","9.28 M²  @ 2500 Rs. / M² ",null,"=",{"$f":"9.28*430.4","v":{"v":3994.1119999999996,"d":"3,994.11"}},"Rs. / 9.28 M²"]
["2.","Cement for mortar",null,"=","6.125 Bag @ 535.00 Rs./ Bag",null,"=",{"$f":"6.125*535","v":{"v":3276.875,"d":"3,276.88"}},"Rs. / 9.28 M²"]
["3.","Local Sand ",null,"=","15.13 Cft @ 25.00 Rs./ Cft",null,"=",{"$f":"15.13*25","v":378.25},"Rs. / 9.28 M²"]
["4.","Cartridge of Cement from Market to Site ",null,"=","Lumsum",null,"=",{"v":200,"d":"200.00"},"Rs. / 9.28 M²"]
["5.","Cartridge of Mosaic Tile from Islamabad to Site ",null,"=","Detail attach",null,"=",0,"Rs. / 9.28 M²"]
[]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H16:H20)","v":{"v":7849.236999999999,"d":"7,849.24"}},"Rs. / 9.28 M²"]
[]
["B","Equipments:"]
["1.","Sundries/ Miscellaneous.",null,"=","Lumsum",null,"=",{"v":220,"d":"220.00"},"Rs. / 9.28 M²"]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H25:H25)","v":{"v":220,"d":"220.00"}},"Rs. / 9.28 M²"]
[]
["C","Manpower :"]
["1.","Mason Fixing Charges for Mosaic Tiles",null,"=","2 x 7.48 Hrs @ 121.00 Rs./ Hr",null,"=",{"$f":"2*7.48*121","v":{"v":1810.16,"d":"1,810.16"}},"Rs. / 9.28 M²"]
["2.","Labor Fixing Charges for Mosaic Tiles",null,"=","2 x 5.48 Hrs @ 67.31 Rs./ Hr",null,"=",{"$f":"2*5.48*67.31","v":{"v":737.7176000000001,"d":"737.72"}},"Rs. / 9.28 M²"]
["3.","Labour rate for grinding /polishing of Mosaic Tiles",null,"=","9.28 M²  @ 204.44.00 Rs. / M² ",null,"=",0,"Rs. / 9.28 M²"]
["4.","Labour rate for Chipping of concrete floor",null,"=","9.28 M²  @ 21.52.00 Rs. / M² ",null,"=",0,"Rs. / 9.28 M²"]
[]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H30:H33)","v":{"v":2547.8776000000003,"d":"2,547.88"}},"Rs. / 9.28 M²"]
[]
["D","Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H22+H27+H35","v":{"v":10617.114599999999,"d":"10,617.11"}},"Rs. / 9.28 M²"]
[]
["E","Add 1.5 % Water Charges",{"$nulls":4},"=",{"$f":"H37*1.5%","v":{"v":159.25671899999998,"d":"159.26"}},{"$f":"I16","v":"Rs. / 9.28 M²"}]
[]
["F","Total Cost (D+E)",{"$nulls":4},"=",{"$f":"H37+H39","v":{"v":10776.371318999998,"d":"10,776.37"}},{"$f":"I22","v":"Rs. / 9.28 M²"},{"$f":"(H41/9.28)/10.76","v":{"v":107.9225752207249,"d":"107.92"}},"Rs./Sft",{"$f":"H41/9.28","v":{"v":1161.2469093749999,"d":"1,161.25"}},"Rs./Sft"]
[]
["G","Total Basic Cost (G = F /9.28)",{"$nulls":4},"=",{"$f":"H41/9.28","v":{"v":1161.2469093749999,"d":"1,161.25"}},"Rs./M²"]
[]
["H","Total Basic Cost (I = G /10.76)",{"$nulls":4},"=",{"$f":"H43/10.76","v":{"v":107.9225752207249,"d":"107.92"}},"Rs./Sft"]
[]
["I","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",{"$f":"H45*0.25","v":{"v":26.980643805181224,"d":"26.98"}},{"$f":"I45","v":"Rs./Sft"}]
[]
["J","Grand Total Cost (H  = H+I)",{"$nulls":4},"=",{"$f":"H45+H47","v":{"v":134.9032190259061,"d":"134.90"}},{"$f":"I47","v":"Rs./Sft"}]

{"sheet":"SAND CUSHION","index":21,"n_rows":45,"n_cols":13,"rows_kept":45,"merged":[[3,0,3,9],[9,2,10,7],[27,1,27,2],[29,1,29,2]]}
[{"$f":"'Concrete Rates'!A1","v":"Project Name….."}]
[{"$f":"'Concrete Rates'!A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[]
[null,"37MM SAND CUSHION UNDER TUFF PAVER"]
[]
[null,"Measuring Unit",{"$nulls":6},"Sq.m"]
[]
[null,"Item Desc.","Providing  of Local sand 37mm thick sand cushion under TUFF PAVER including spreading ,leveling & compacting  location as per drawing."]
[]
[]
["A","Material Cost :"]
["1.","Local Sand",null,"=","1.70 Cft x @ 9.00 Rs./ Cft",null,null,"=",{"$f":"1.7*9","v":{"v":15.299999999999999,"d":"15.30"}},"Rs./ Sq.m"]
["2.","Wastage",null,"=",{"v":0.05,"d":"5%"},null,null,"=",{"$f":"I14*5%","v":{"v":0.765,"d":"0.77"}},"Rs./ Sq.m"]
[]
[{"$nulls":6},"Sub Total Cost A:   ","=",{"$f":"SUM(I14:I15)","v":{"v":16.064999999999998,"d":"16.07"}},"Rs./ Sq.m"]
[]
["B","Equipments Cost :"]
["1.","Wheel Barrow",null,"=","1 No. x 0.08 Hrs. @ 50.00 Rs. / Hr",null,null,"=",{"$f":"1*0.08*50","v":{"v":4,"d":"4.00"}},"Rs./ Sq.m"]
["2.","Plate Compactor",null,"=","1 No. x 0.16 Hrs. @ 278.00 Rs. / Hr",null,null,"=",{"$f":"1*0.16*278","v":{"v":44.480000000000004,"d":"44.48"}},"Rs./ Sq.m"]
["3.","T &P ",null,"=","Lumsum",null,null,"=",{"v":5,"d":"5.000"},{"$f":"J20","v":"Rs./ Sq.m"}]
[]
[{"$nulls":6},"Sub Total Cost B:   ","=",{"$f":"SUM(I20:I22)","v":{"v":53.480000000000004,"d":"53.48"}},{"$f":"J17","v":"Rs./ Sq.m"}]
[]
["C","Labour Cost :"]
["1.","Labour for shifting Sand ",null,"=","1 x 0.08 Hrs @ 47.12 Rs./ Hr",null,null,"=",{"$f":"1*0.08*47.12","v":{"v":3.7696,"d":"3.77"}},{"$f":"J22","v":"Rs./ Sq.m"}]
["2.","Labour Sperading & leveling",null,"=","1 x 0.16 Hrs @ 47.12 Rs./ Hr",null,null,"=",{"$f":"1*0.16*47.12","v":{"v":7.5392,"d":"7.54"}},{"$f":"J27","v":"Rs./ Sq.m"}]
["3.","Plate Compactor operator",null,"=","1 x 0.16 Hrs @ 47.12 Rs./ Hr",null,null,"=",{"$f":"1*0.16*47.12","v":{"v":7.5392,"d":"7.54"}},{"$f":"J28","v":"Rs./ Sq.m"}]
["4.","Water Man",null,"=","1 x 0.16 Hrs @ 47.12 Rs./ Hr",null,null,"=",{"$f":"1*0.16*47.12","v":{"v":7.5392,"d":"7.54"}},{"$f":"J28","v":"Rs./ Sq.m"}]
[]
[{"$nulls":6},"Sub Total Cost C:   ","=",{"$f":"SUM(I27:I31)","v":{"v":26.3872,"d":"26.39"}},{"$f":"J17","v":"Rs./ Sq.m"}]
[]
["D","Total Cost (A+B+C)",{"$nulls":6},{"$f":"I17+I24+I32","v":{"v":95.9322,"d":"95.93"}},{"$f":"J32","v":"Rs./ Sq.m"}]
[]
[]
["E","Add 2 % Water Charges ",{"$nulls":5},"=",{"$f":"I34*2%","v":{"v":1.918644,"d":"1.92"}},{"$f":"J34","v":"Rs./ Sq.m"}]
[]
["F","Total Cost (D+E)",{"$nulls":5},"=",{"$f":"SUM(I34:I38)","v":{"v":97.850844,"d":"97.85"}},{"$f":"J34","v":"Rs./ Sq.m"},null,{"$f":"I39/10.76","v":{"v":9.093944609665428,"d":"9.09"}},"Rs.Sft"]
[]
["G","Basic Cost",{"$nulls":5},"=",{"$f":"I39/10.76","v":{"v":9.093944609665428,"d":"9.09"}},"Rs./ Sft",null,{"$f":"I41/10.76","v":{"v":0.8451621384447424,"d":"0.85"}},"Rs.Sft"]
[]
["H","Overheads (In-direct Cost) 25 % ",{"$nulls":5},"=",{"$f":"I41*25%","v":{"v":2.273486152416357,"d":"2.27"}},{"$f":"J41","v":"Rs./ Sft"}]
[]
["I"," Grand Total  Cost (G+H)",{"$nulls":5},"=",{"$f":"I43+I41","v":{"v":11.367430762081785,"d":"11.37"}},{"$f":"J43","v":"Rs./ Sft"}]

{"sheet":"SAND FILLING IN PARK","index":22,"n_rows":41,"n_cols":11,"rows_kept":41,"merged":[[3,0,3,9],[8,2,9,7],[13,1,13,2],[19,1,19,2]]}
[{"$f":"'Concrete Rates'!A1","v":"Project Name….."}]
[{"$f":"'Concrete Rates'!A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[]
[null,"SAND FILLING IN PARKS"]
[null,"Measuring Unit",{"$nulls":6},"CFT"]
[]
[null,"Item Desc.","Harrow Sand Filling in PARKS"]
[]
[null,"Crew Qty for 100 Cft "]
[]
["A","Material"]
["1.","Harrow  Sand Filling ",null,"=","100*1.05=105",{"$nulls":5},{"$f":"100*1.05","v":105}]
[{"$nulls":3},"=","105 Cft @ 25 Rs./Cft",null,"=",{"$f":"105*25","v":{"v":2625,"d":"2,625.00"}},"Rs./ 100 Cft"]
[{"$nulls":4}," "]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H15:H16)","v":{"v":2625,"d":"2,625.00"}},"Rs./100 Cft"]
[]
["B","Equipments:"]
["1.",null,null,"=",null,null,"=",0,"Rs./ 100 Cft"]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H20:H20)","v":0},"Rs./100 Cft"]
[]
["C","Manpower:"]
["1.","Earthwork Foreman",null,"=","0.05 Hr @ 144.23 Rs./ Hr",null,"=",{"$f":"0.05*144.23","v":{"v":7.2115,"d":"7.21"}},"Rs./ 100 Cft"]
["2.","Surveyor",null,"=","0.05 Hr @ 168.26 Rs./ Hr",null,"=",{"$f":"0.05*168.26","v":{"v":8.413,"d":"8.41"}},"Rs./ 100 Cft"]
["3.","Surveyor Helper",null,"=","0.05 Hr @ 62.50 Rs./ Hr",null,"=",{"$f":"0.05*62.5","v":{"v":3.125,"d":"3.13"}},"Rs./ 100 Cft"]
[]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H25:H27)","v":{"v":18.7495,"d":"18.75"}},"Rs./100 Cft"]
[]
["D","Sub-Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H17+H22+H29","v":{"v":2643.7495,"d":"2,643.75"}},"Rs./100 Cft"]
[]
["E","Add 5% Water Charges  ",{"$nulls":4},"=",{"$f":"H31*5%","v":{"v":132.187475,"d":"132.19"}},{"$f":"I31","v":"Rs./100 Cft"}]
[]
["F","Total Cost (D+E)",{"$nulls":4},"=",{"$f":"H31+H33","v":{"v":2775.936975,"d":"2,775.94"}},"Rs./100 Cft"]
[]
["G","Basic Cost (D+E)",{"$nulls":4},"=",{"$f":"H35/100","v":{"v":27.75936975,"d":"27.76"}},"Rs./Cft"]
[]
["H","Overhead / Profit 25 % ",{"$nulls":4},"=",{"$f":"ROUND(H37*25%,0)","v":{"v":7,"d":"7.00"}},{"$f":"I37","v":"Rs./Cft"}]
[]
["I"," Grand Total  Cost (G+H)",{"$nulls":4},"=",{"$f":"H37+H39","v":{"v":34.759369750000005,"d":"34.76"}},{"$f":"I39","v":"Rs./Cft"}]

{"sheet":"Filling of Earth in Park","index":23,"n_rows":42,"n_cols":11,"rows_kept":42,"merged":[[3,0,3,9],[9,2,10,7],[14,1,14,2],[20,1,20,2]]}
[{"$f":"'Concrete Rates'!A1","v":"Project Name….."}]
[{"$f":"'Concrete Rates'!A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[]
[]
[null,"FILLING OF EARTH IN GREEN BELT/PARKS"]
[null,"Measuring Unit",{"$nulls":6},"CFT"]
[]
[null,"Item Desc.","Filling of earthen taken from  borrow excavation in common material  including leveling dressing top in GREEN BELT/ PARKS,  "]
[]
[null,"Crew Qty for 100 Cft "]
[]
["A","Material"]
["1.","Borrow Earth with compaction",null,"=","100 x 1.25 = 125.00"]
[{"$nulls":3},"=","125.00 Cft @ 4.75 Rs./Cft",null,"=",{"$f":"125*4.75","v":593.75},"Rs./ 100 Cft"]
[{"$nulls":4}," "]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H16:H17)","v":593.75},"Rs./100 Cft"]
[]
["B","Equipments:"]
["1.","Grader for leveling ",null,"=","0.05 Hr @ 3433.00 Rs./ Hr",null,"=",{"$f":"0.05*3433","v":171.65},"Rs./ 100 Cft"]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H21:H21)","v":171.65},"Rs./100 Cft"]
[]
["C","Manpower:"]
["1.","Earthwork Foreman",null,"=","0.05 Hr @ 144.23 Rs./ Hr",null,"=",{"$f":"0.05*144.23","v":{"v":7.2115,"d":"7.21"}},"Rs./ 100 Cft"]
["2.","Surveyor",null,"=","0.05 Hr @ 168.26 Rs./ Hr",null,"=",{"$f":"0.05*168.26","v":{"v":8.413,"d":"8.41"}},"Rs./ 100 Cft"]
["3.","Surveyor Helper",null,"=","0.05 Hr @ 62.50 Rs./ Hr",null,"=",{"$f":"0.05*62.5","v":{"v":3.125,"d":"3.13"}},"Rs./ 100 Cft"]
[]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H26:H28)","v":{"v":18.7495,"d":"18.75"}},"Rs./100 Cft"]
[]
["D","Sub-Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H18+H23+H30","v":{"v":784.1495,"d":"784.15"}},"Rs./100 Cft"]
[]
["E","Add 5% Water Charges  ",{"$nulls":4},"=",{"$f":"H32*5%","v":{"v":39.207475,"d":"39.21"}},{"$f":"I32","v":"Rs./100 Cft"}]
[]
["F","Total Cost (D+E)",{"$nulls":4},"=",{"$f":"H32+H34","v":{"v":823.356975,"d":"823.36"}},"Rs./100 Cft",null,{"$f":"H36/100","v":{"v":8.233569750000001,"d":"8.23"}}]
[]
["G","Basic Cost (G = F/100)",{"$nulls":4},"=",{"$f":"H36/100","v":{"v":8.233569750000001,"d":"8.23"}},"Rs./Cft",null,{"$f":"H38/100","v":{"v":0.08233569750000001,"d":"0.08"}}]
[]
["H","Overhead / Profit 25 % ",{"$nulls":4},"=",{"$f":"ROUND(H38*25%,0)","v":{"v":2,"d":"2.00"}},{"$f":"I38","v":"Rs./Cft"}]
[]
["I"," Grand Total  Cost (G+H)",{"$nulls":4},"=",{"$f":"SUM(H38:H40)","v":{"v":10.233569750000001,"d":"10.23"}},{"$f":"I38","v":"Rs./Cft"}]

{"sheet":"Marble Tiles","index":24,"n_rows":46,"n_cols":13,"rows_kept":46,"merged":[[10,2,11,6]]}
[{"$f":"'Concrete Rates'!A1","v":"Project Name….."}]
[{"$f":"'Concrete Rates'!A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[]
[]
[null,"Marble Size (24\" x 12\" x 1/2\")"]
[]
[null,"Measuring Unit",{"$nulls":5},"Sq.M"]
[]
[null,"Item Desc.","Providing and laying 1/2\" inch (12.5mm ) thick floor of Marble size  24'' x 12'' x  1/2'' in grey cement over 2'' (50mm) cement mortar 1:2 (one cement two sand )setting the marble with grey cement slurry over cement mortar, jointing and washing the marble with cement slurry of matching color  completer in all respect."]
[]
[]
[null,"DETAIL OF COST FOR 100 SQFT. OR 9.28 SQM."]
["A","Materials:"]
["1.","Marble Size (24\" x 12\" x 1/2\")",null,"=","9.28 M²  @ (66/2) x 1 = \n33 x 10.76 = 355.08 Rs. / M² ",null,"=",{"$f":"9.28*355.08","v":{"v":3295.1423999999997,"d":"3,295.14"}},"Rs. / 9.28 M²"]
["2.","Cement for mortar",null,"=","6.125 Bag @ 535.00 Rs./ Bag",null,"=",{"$f":"6.125*535","v":{"v":3276.875,"d":"3,276.88"}},"Rs. / 9.28 M²"]
["3.","Local Sand ",null,"=","15.13 Cft @ 25.00 Rs./ Cft",null,"=",{"$f":"15.13*25","v":378.25},"Rs. / 9.28 M²"]
["4.","Cartridge of Cement from Market to Site ",null,"=","Lumsum",null,"=",{"v":200,"d":"200.00"},"Rs. / 9.28 M²"]
[]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H16:H19)","v":{"v":7150.2674,"d":"7,150.27"}},"Rs. / 9.28 M²"]
[]
["B","Equipments:"]
["1.","Sundries/ Miscellaneous.",null,"=","Lumsum",null,"=",{"v":220,"d":"220.00"},"Rs. / 9.28 M²"]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H24:H24)","v":{"v":220,"d":"220.00"}},"Rs. / 9.28 M²"]
[]
["C","Manpower :"]
["1.","Mason Fixing Charges for Marble",null,"=","9.28 M² @ (25.00 x 10.76 = 269.00 Rs./ M²)",null,"=",{"$f":"9.28*(25*10.76)","v":{"v":2496.3199999999997,"d":"2,496.32"}},"Rs. / 9.28 M²"]
["2.","Labour rate for grinding /polishing of Marble",null,"=","9.28 M² @ (20.00 x 10.76 = 215.20 Rs./ M²)",null,"=",{"$f":"9.28*(20*10.76)","v":{"v":1997.0559999999998,"d":"1,997.06"}},"Rs. / 9.28 M²"]
[]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H29:H30)","v":{"v":4493.375999999999,"d":"4,493.38"}},"Rs. / 9.28 M²"]
[]
["D","Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H21+H26+H32","v":{"v":11863.643399999999,"d":"11,863.64"}},"Rs. / 9.28 M²"]
[]
["E","Add 1.5 % Water Charges",{"$nulls":4},"=",{"$f":"H34*1.5%","v":{"v":177.95465099999998,"d":"177.95"}},{"$f":"I16","v":"Rs. / 9.28 M²"}]
[]
["F","Total Cost (D+E)",{"$nulls":4},"=",{"$f":"H34+H36","v":{"v":12041.598050999999,"d":"12,041.60"}},{"$f":"I21","v":"Rs. / 9.28 M²"},{"$f":"(H38/9.28)/10.76","v":{"v":120.59349413336432,"d":"120.59"}},"Rs./Sft",{"$f":"H38/9.28","v":{"v":1297.585996875,"d":"1,297.59"}},"Rs./Sft"]
[]
["G","Total Basic Cost (G = F /9.28)",{"$nulls":4},"=",{"$f":"H38/9.28","v":{"v":1297.585996875,"d":"1,297.59"}},"Rs./M²"]
[]
["H","Total Basic Cost (I = G /10.76)",{"$nulls":4},"=",{"$f":"H40/10.76","v":{"v":120.59349413336432,"d":"120.59"}},"Rs./Sft"]
[]
["I","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",{"$f":"H42*0.25","v":{"v":30.14837353334108,"d":"30.15"}},{"$f":"I42","v":"Rs./Sft"}]
[]
["J","Grand Total Cost (H  = H+I)",{"$nulls":4},"=",{"$f":"H42+H44","v":{"v":150.7418676667054,"d":"150.74"}},{"$f":"I44","v":"Rs./Sft"}]

{"sheet":" BRICK BAT ","index":25,"n_rows":36,"n_cols":9,"rows_kept":36,"merged":[[3,0,3,8],[9,2,10,6],[9,9,11,10]]}
["DHA MULTAN"]
["CIVIL INFRASTRUCTURE WORKS SECTOR - C"]
[]
["RATE ANALYSIS"]
[]
[null,"BIRCK BATS"]
[]
[null,"Crew Qty = 100 Cft or 2.831 Cu.m"]
[null,"Measuring Unit",{"$nulls":5},"M³"]
[null,"Item Desc.","Suppying, stacking and filling bricks bats from outside source in depth 6.883 from ground level for soakage pit .  "]
[]
[]
["A","Material"]
["1.","Brick bats",null,"=","2.831 M³ @ Rs. 1,000 / M³",null,"=",{"$f":"2.831*1000","v":{"v":2831,"d":"2,831.00"}},"Rs./ 2.831M³"]
["2.","Transportation from 18 KM to Site",null,null,"Lumsum",null,"=",{"v":200,"d":"200.00"},"Rs./ 2.831M³"]
[]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H14:H16)","v":{"v":3031,"d":"3,031.00"}},"Rs./ 2.831M³"]
[]
["B","Manpower :"]
["1.","Labour",null,"=","2 x 8.0 Hr/ No. @ 62.50 Rs./ Hr ",null,"=",{"$f":"2*8*62.5","v":{"v":1000,"d":"1,000.00"}},"Rs./ 2.831M³"]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H20:H20)","v":{"v":1000,"d":"1,000.00"}},"Rs./ 2.831M³"]
[]
["C","Sub Total Cost (A+B)",{"$nulls":4},"=",{"$f":"H17+H22","v":{"v":4031,"d":"4,031.00"}},"Rs./ 2.831M³"]
[]
["D","Add 0.5%  Water Charges (C x 0.5%)",{"$nulls":4},"=",{"$f":"H24*0.5%","v":{"v":20.155,"d":"20.16"}},"Rs./ 2.831M³"]
[]
["E","Total Cost (C+D)",{"$nulls":4},"=",{"$f":"H24+H26","v":{"v":4051.155,"d":"4,051.16"}},"Rs./ 2.831M³"]
[]
["F","Total Cost Basic Cost",{"$nulls":4},"=",{"$f":"H28/2.831","v":{"v":1430.9978806075592,"d":"1,431.00"}},"Rs./M³"]
[]
["G","Total Cost Basic Cost",{"$nulls":4},"=",{"$f":"H30/35.32","v":{"v":40.51522878277348,"d":"40.52"}},"Rs./Cft"]
[]
["H","Overhead / Profit 25 % ",{"$nulls":4},"=",{"$f":"H32*0.25","v":{"v":10.12880719569337,"d":"10.13"}},"Rs./Cft"]
[]
["I"," Grand Total  Cost (G+H)",{"$nulls":4},"=",{"$f":"SUM(H32:H34)","v":{"v":50.644035978466846,"d":"50.64"}},{"$f":"I32","v":"Rs./Cft"}]

{"sheet":" Granite,. Tiles Floor & Walll ","index":26,"n_rows":495,"n_cols":13,"rows_kept":495,"merged":[[10,2,11,6],[59,2,60,6],[108,2,109,6],[158,2,159,6],[208,2,208,6],[258,2,259,6],[307,2,308,6],[356,2,357,6],[405,2,406,6],[456,2,457,6]]}
[{"$f":"'Concrete Rates'!A1","v":"Project Name….."}]
[{"$f":"'Concrete Rates'!A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[]
[null,"Building Name:- "]
[null,"Floor Tile  Size (33\" x 8\" ) Make Master"]
[]
[null,"Measuring Unit",{"$nulls":5},"Sq.M"]
[]
[null,"Item Desc.","Floor Tile colour  wooden pattern size  33'' x 8'' Make ''Master'' "]
[]
[]
[null,"DETAIL OF COST FOR 100 SQFT. OR 9.28 SQM."]
["A","Materials:"]
["1.","Tile (Wooden Pattren)",null,"=","9.28  Sq.m @ 1400.00 Rs./m²",null,"=",{"$f":"9.29*1400","v":{"v":13005.999999999998,"d":"13,006.00"}},"Rs. / 9.28 M²"]
["2.","Tile Bond",null,"=","9.28 x 6.666 Kg @ 13.75 Rs./ Kg",null,"=",{"$f":"9.28*6.666*13.7","v":{"v":847.488576,"d":"847.49"}},"Rs. / 9.28 M²"]
["3.","Grout Joint Filling Material",null,"=","9.28 x 0.077 Kg @ 150.00 Rs./ Kg",null,"=",{"$f":"9.28*0.077*150","v":{"v":107.184,"d":"107.18"}},"Rs. / 9.28 M²"]
["4.","Wastage",null,"=",{"v":0.05,"d":"5%"},null,"=",{"$f":"SUM(H16:H18)*E19","v":{"v":698.0336287999999,"d":"698.03"}},"Rs. / 9.28 M²"]
["5.","Carridge from Market to Site ",null,"=","9.28  Sq.m @ 6.73 Rs./m²",null,"=",{"$f":"9.28*6.73","v":{"v":62.4544,"d":"62.45"}},"Rs. / 9.28 M²"]
[]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H16:H20)","v":{"v":14721.160604799998,"d":"14,721.16"}},"Rs. / 9.28 M²",{"$f":"H22/9.28","v":{"v":1586.3319617241377,"d":"1,586.33"}}]
[]
["B","Equipments:"]
["1.",null,null,"=","Lumsum",null,"=",0,"Rs. / 9.28 M²"]
["2.",{"$nulls":5},"=",0,"Rs. / 9.28 M²"]
["3.",{"$nulls":5},"=",0,"Rs. / 9.28 M²"]
["4.",{"$nulls":5},"=",0,"Rs. / 9.28 M²"]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H25:H25)","v":0},"Rs. / 9.28 M²"]
[]
["C","Manpower :"]
["1.","Fixing Charges as sub-contractor",null,"=","9.28 M² @ 25.00 x 10.76 = 269.00 Rs./ M²)",null,"=",{"$f":"9.28*(25*10.76)","v":{"v":2496.3199999999997,"d":"2,496.32"}},"Rs. / 9.28 M²"]
[]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H33:H33)","v":{"v":2496.3199999999997,"d":"2,496.32"}},"Rs. / 9.28 M²",{"$f":"H35/9.28","v":{"v":269,"d":"269.00"}}]
[]
["D","Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H22+H30+H35","v":{"v":17217.480604799995,"d":"17,217.48"}},"Rs. / 9.28 M²"]
[]
["E","Add 0.5. % Water Charges",{"$nulls":4},"=",{"$f":"H37*0.5%","v":{"v":86.08740302399998,"d":"86.09"}},{"$f":"I16","v":"Rs. / 9.28 M²"}]
[]
["F","Total Cost (D+E)",{"$nulls":4},"=",{"$f":"H37+H39","v":{"v":17303.568007823997,"d":"17,303.57"}},{"$f":"I22","v":"Rs. / 9.28 M²"}]
[]
["G","Total Basic Cost (G = F /9.28)",{"$nulls":4},"=",{"$f":"H41/9.28","v":{"v":1864.6086215327584,"d":"1,864.61"}},"Rs./M²"]
[]
["H","Total Basic Cost (I = G /10.76)",{"$nulls":4},"=",{"$f":"H43/10.76","v":{"v":173.29076408297013,"d":"173.29"}},"Rs./Sft"]
[]
["I","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",{"$f":"H45*0.25","v":{"v":43.32269102074253,"d":"43.32"}},{"$f":"I45","v":"Rs./Sft"}]
[]
["J","Grand Total Cost (H  = H+I)",{"$nulls":4},"=",{"$f":"H45+H47","v":{"v":216.61345510371265,"d":"216.61"}},{"$f":"I47","v":"Rs./Sft"}]
[{"$f":"A1","v":"Project Name….."}]
[{"$f":"A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[]
[null,"Building Name:- "]
[null,"Wall Tile  Size (12\" x 36\" ) Make Imported (UAE)"]
[]
[null,"Measuring Unit",{"$nulls":5},"Sq.M"]
[]
[null,"Item Desc.","Floor Tile colour  size  12'' x 36'' Make ''Imported (UAE)'' "]
[]
[]
[null,"DETAIL OF COST FOR 100 SQFT. OR 9.28 SQM."]
["A","Materials:"]
["1.","Tile (Importred)",null,"=","9.28  Sq.m @ 3100.00 Rs./m²",null,"=",{"$f":"9.29*3100","v":{"v":28798.999999999996,"d":"28,799.00"}},"Rs. / 9.28 M²"]
["2.","Tile Bond",null,"=","9.28 x 6.666 Kg @ 13.75 Rs./ Kg",null,"=",{"$f":"9.28*6.666*13.7","v":{"v":847.488576,"d":"847.49"}},"Rs. / 9.28 M²"]
["3.","Grout Joint Filling Material",null,"=","9.28 x 0.077 Kg @ 150.00 Rs./ Kg",null,"=",{"$f":"9.28*0.077*150","v":{"v":107.184,"d":"107.18"}},"Rs. / 9.28 M²"]
["4.","Wastage",null,"=",{"v":0.05,"d":"5%"},null,"=",{"$f":"SUM(H65:H67)*E68","v":{"v":1487.6836288,"d":"1,487.68"}},"Rs. / 9.28 M²"]
["5.","Carridge from Market to Site ",null,"=","9.28  Sq.m @ 6.73 Rs./m²",null,"=",{"$f":"9.28*6.73","v":{"v":62.4544,"d":"62.45"}},"Rs. / 9.28 M²"]
[]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H65:H69)","v":{"v":31303.810604799997,"d":"31,303.81"}},"Rs. / 9.28 M²",{"$f":"H71/9.28","v":{"v":3373.2554531034484,"d":"3,373.26"}}]
[]
["B","Equipments:"]
["1.",null,null,"=","Lumsum",null,"=",0,"Rs. / 9.28 M²"]
["2.",{"$nulls":5},"=",0,"Rs. / 9.28 M²"]
["3.",{"$nulls":5},"=",0,"Rs. / 9.28 M²"]
["4.",{"$nulls":5},"=",0,"Rs. / 9.28 M²"]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H74:H74)","v":0},"Rs. / 9.28 M²"]
[]
["C","Manpower :"]
["1.","Fixing Charges as sub-contractor",null,"=","9.28 M² @ 25.00 x 10.76 = 269.00 Rs./ M²)",null,"=",{"$f":"9.28*(25*10.76)","v":{"v":2496.3199999999997,"d":"2,496.32"}},"Rs. / 9.28 M²"]
[]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H82:H82)","v":{"v":2496.3199999999997,"d":"2,496.32"}},"Rs. / 9.28 M²"]
[]
["D","Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H71+H79+H84","v":{"v":33800.1306048,"d":"33,800.13"}},"Rs. / 9.28 M²"]
[]
["E","Add 0.5. % Water Charges",{"$nulls":4},"=",{"$f":"H86*0.5%","v":{"v":169.000653024,"d":"169.00"}},{"$f":"I65","v":"Rs. / 9.28 M²"}]
[]
["F","Total Cost (D+E)",{"$nulls":4},"=",{"$f":"H86+H88","v":{"v":33969.131257823996,"d":"33,969.13"}},{"$f":"I71","v":"Rs. / 9.28 M²"}]
[]
["G","Total Basic Cost (G = F /9.28)",{"$nulls":4},"=",{"$f":"H90/9.28","v":{"v":3660.4667303689653,"d":"3,660.47"}},"Rs./M²"]
[]
["H","Total Basic Cost (I = G /10.76)",{"$nulls":4},"=",{"$f":"H92/10.76","v":{"v":340.1920753131009,"d":"340.19"}},"Rs./Sft"]
[]
["I","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",{"$f":"H94*0.25","v":{"v":85.04801882827522,"d":"85.05"}},{"$f":"I94","v":"Rs./Sft"}]
[]
["J","Grand Total Cost (H  = H+I)",{"$nulls":4},"=",{"$f":"H94+H96","v":{"v":425.24009414137606,"d":"425.24"}},{"$f":"I96","v":"Rs./Sft"}]
[{"$f":"A50","v":"Project Name….."}]
[{"$f":"A51","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[]
[null,"Building Name:- Marquee"]
[null,"Floor Granite Light  Size (48\" x 4\" ) "]
[]
[null,"Measuring Unit",{"$nulls":5},"Sq.M"]
[]
[null,"Item Desc.","Floor Granite perpolish  Light colur size  48'' x 4' for desiging border"]
[]
[]
[null,"DETAIL OF COST FOR 100 SQFT. OR 9.28 SQM."]
["A","Materials:",{"$nulls":7},"Add Mortor"]
["1.","Granite",null,"=","9.28  Sq.m @ 6,456.00 Rs./m²",null,"=",{"$f":"9.29*6456","v":{"v":59976.24,"d":"59,976.24"}},"Rs. / 9.28 M²"]
["2.","Cement for mortar",null,"=","6.125 Bag @ 535.00 Rs./ Bag",null,"=",{"$f":"6.125*535","v":{"v":3276.875,"d":"3,276.88"}},"Rs. / 9.28 M²"]
["3.","Local Sand ",null,"=","15.13 Cft @ 25.00 Rs./ Cft",null,"=",{"$f":"15.13*25","v":378.25},"Rs. / 9.28 M²"]
["6.","Grout Joint Filling Material",null,"=","9.28 x 0.077 Kg @ 150.00 Rs./ Kg",null,"=",0,"Rs. / 9.28 M²"]
["7.","Wastage",null,"=",{"v":0.05,"d":"5%"},null,"=",{"$f":"SUM(H114:H117)*E118","v":{"v":3181.5682500000003,"d":"3,181.57"}},"Rs. / 9.28 M²"]
[null,"Carridge from Market to Site ",null,"=","9.28  Sq.m @ 6.73 Rs./m²",null,"=",{"$f":"9.28*6.73","v":{"v":62.4544,"d":"62.45"}},"Rs. / 9.28 M²"]
[]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H114:H119)","v":{"v":66875.38765,"d":"66,875.39"}},"Rs. / 9.28 M²",{"$f":"H121/9.28","v":{"v":7206.399531250001,"d":"7,206.40"}}]
[]
["B","Equipments:"]
["1.",null,null,"=","Lumsum",null,"=",0,"Rs. / 9.28 M²"]
["2.",{"$nulls":5},"=",0,"Rs. / 9.28 M²"]
["3.",{"$nulls":5},"=",0,"Rs. / 9.28 M²"]
["4.",{"$nulls":5},"=",0,"Rs. / 9.28 M²"]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H124:H124)","v":0},"Rs. / 9.28 M²"]
[]
["C","Manpower :"]
["1.","Fixing Charges as sub-contractor",null,"=","9.28 M² @ 45.00 x 10.76 = 484.20 Rs./ M²)",null,"=",{"$f":"9.28*(45*10.76)","v":{"v":4493.375999999999,"d":"4,493.38"}},"Rs. / 9.28 M²",{"$f":"H132/9.28","v":{"v":484.19999999999993,"d":"484.20"}}]
[]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H132:H132)","v":{"v":4493.375999999999,"d":"4,493.38"}},"Rs. / 9.28 M²"]
[]
["D","Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H121+H129+H134","v":{"v":71368.76365000001,"d":"71,368.76"}},"Rs. / 9.28 M²"]
[]
["E","Add 0.5. % Water Charges",{"$nulls":4},"=",{"$f":"H136*0.5%","v":{"v":356.84381825,"d":"356.84"}},{"$f":"I114","v":"Rs. / 9.28 M²"}]
[]
["F","Total Cost (D+E)",{"$nulls":4},"=",{"$f":"H136+H138","v":{"v":71725.60746825,"d":"71,725.61"}},{"$f":"I121","v":"Rs. / 9.28 M²"}]
[]
["G","Total Basic Cost (G = F /9.28)",{"$nulls":4},"=",{"$f":"H140/9.28","v":{"v":7729.052528906251,"d":"7,729.05"}},"Rs./M²"]
[]
["H","Total Basic Cost (I = G /10.76)",{"$nulls":4},"=",{"$f":"H142/10.76","v":{"v":718.3134320544842,"d":"718.31"}},"Rs./Sft",{"$f":"H144*10.76","v":{"v":7729.05252890625,"d":"7,729.05"}}]
[]
["I","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",{"$f":"H144*0.25","v":{"v":179.57835801362106,"d":"179.58"}},{"$f":"I144","v":"Rs./Sft"}]
[]
["J","Grand Total Cost (H  = H+I)",{"$nulls":4},"=",{"$f":"H144+H146","v":{"v":897.8917900681053,"d":"897.89"}},{"$f":"I146","v":"Rs./Sft"}]
[{"$f":"A99","v":"Project Name….."}]
[{"$f":"A100","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[]
[null,"Building Name:- Marquee"]
[null,"Floor Granite  Size (48\" x 24\" )"]
[]
[null,"Measuring Unit",{"$nulls":5},"Sq.M"]
[]
[null,"Item Desc.","Floor Granite prepolish colour Dark size  48'' x 24'' "]
[]
[]
[null,"DETAIL OF COST FOR 100 SQFT. OR 9.28 SQM."]
["A","Materials:"]
["1.","Granite Dark",null,"=","9.28  Sq.m @ 10,652.00 Rs./m²",null,"=",{"$f":"9.29*10652","v":{"v":98957.07999999999,"d":"98,957.08"}},"Rs. / 9.28 M²"]
["2.","Cement for mortar",null,"=","6.125 Bag @ 535.00 Rs./ Bag",null,"=",{"$f":"6.125*535","v":{"v":3276.875,"d":"3,276.88"}},"Rs. / 9.28 M²"]
["3.","Local Sand ",null,"=","15.13 Cft @ 25.00 Rs./ Cft",null,"=",{"$f":"15.13*25","v":378.25},"Rs. / 9.28 M²"]
["6.","Grout Joint Filling Material",null,"=","9.28 x 0.077 Kg @ 150.00 Rs./ Kg",null,"=",0,"Rs. / 9.28 M²"]
["7.","Wastage",null,"=",{"v":0.05,"d":"5%"},null,"=",{"$f":"SUM(H164:H167)*E168","v":{"v":5130.61025,"d":"5,130.61"}},"Rs. / 9.28 M²"]
[null,"Carridge from Market to Site ",null,"=","9.28  Sq.m @ 6.73 Rs./m²",null,"=",{"$f":"9.28*6.73","v":{"v":62.4544,"d":"62.45"}},"Rs. / 9.28 M²"]
[]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H164:H169)","v":{"v":107805.26964999999,"d":"107,805.27"}},"Rs. / 9.28 M²",{"$f":"H171/9.28","v":{"v":11616.947160560345,"d":"11,616.95"}}]
[]
["B","Equipments:"]
["1.",null,null,"=","Lumsum",null,"=",0,"Rs. / 9.28 M²"]
["2.",{"$nulls":5},"=",0,"Rs. / 9.28 M²"]
["3.",{"$nulls":5},"=",0,"Rs. / 9.28 M²"]
["4.",{"$nulls":5},"=",0,"Rs. / 9.28 M²"]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H174:H174)","v":0},"Rs. / 9.28 M²"]
[]
["C","Manpower :"]
["1.","Fixing Charges as sub-contractor",null,"=","9.28 M² @ 45.00 x 10.76 = 484.20 Rs./ M²)",null,"=",{"$f":"9.28*(45*10.76)","v":{"v":4493.375999999999,"d":"4,493.38"}},"Rs. / 9.28 M²"]
[]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H182:H182)","v":{"v":4493.375999999999,"d":"4,493.38"}},"Rs. / 9.28 M²"]
[]
["D","Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H171+H179+H184","v":{"v":112298.64564999999,"d":"112,298.65"}},"Rs. / 9.28 M²"]
[]
["E","Add 0.5. % Water Charges",{"$nulls":4},"=",{"$f":"H186*0.5%","v":{"v":561.49322825,"d":"561.49"}},{"$f":"I164","v":"Rs. / 9.28 M²"}]
[]
["F","Total Cost (D+E)",{"$nulls":4},"=",{"$f":"H186+H188","v":{"v":112860.13887824999,"d":"112,860.14"}},{"$f":"I171","v":"Rs. / 9.28 M²"}]
[]
["G","Total Basic Cost (G = F /9.28)",{"$nulls":4},"=",{"$f":"H190/9.28","v":{"v":12161.652896363146,"d":"12,161.65"}},"Rs./M²"]
[]
["H","Total Basic Cost (I = G /10.76)",{"$nulls":4},"=",{"$f":"H192/10.76","v":{"v":1130.265139067207,"d":"1,130.27"}},"Rs./Sft",{"$f":"H194*10.76","v":{"v":12161.652896363146,"d":"12,161.65"}}]
[]
["I","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",{"$f":"H194*0.25","v":{"v":282.56628476680174,"d":"282.57"}},{"$f":"I194","v":"Rs./Sft"}]
[]
["J","Grand Total Cost (H  = H+I)",{"$nulls":4},"=",{"$f":"H194+H196","v":{"v":1412.8314238340088,"d":"1,412.83"}},{"$f":"I196","v":"Rs./Sft"}]
[{"$f":"A149","v":"Project Name….."}]
[{"$f":"A150","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[]
[null,"Building Name:- Marquee"]
[null,"Granite Stair Steps "]
[]
[null,"Measuring Unit",{"$nulls":5},"Sq.M"]
[]
[null,"Item Desc.","Granite prepolish colour Dark  For Stair Steps"]
[]
[null,"DETAIL OF COST FOR 100 SQFT. OR 9.28 SQM."]
["A","Materials:"]
["1.","Granite Dark",null,"=","9.28  Sq.m @ 10,652.00 Rs./m²",null,"=",{"$f":"9.29*10652","v":{"v":98957.07999999999,"d":"98,957.08"}},"Rs. / 9.28 M²"]
["2.","Cement for mortar",null,"=","6.125 Bag @ 535.00 Rs./ Bag",null,"=",{"$f":"6.125*535","v":{"v":3276.875,"d":"3,276.88"}},"Rs. / 9.28 M²"]
["3.","Local Sand ",null,"=","15.13 Cft @ 25.00 Rs./ Cft",null,"=",{"$f":"15.13*25","v":378.25},"Rs. / 9.28 M²"]
["6.","Grout Joint Filling Material",null,"=","9.28 x 0.077 Kg @ 150.00 Rs./ Kg",null,"=",0,"Rs. / 9.28 M²"]
["7.","Wastage",null,"=",{"v":0.05,"d":"5%"},null,"=",{"$f":"SUM(H213:H216)*E217","v":{"v":5130.61025,"d":"5,130.61"}},"Rs. / 9.28 M²"]
[null,"Carridge from Market to Site ",null,"=","9.28  Sq.m @ 6.73 Rs./m²",null,"=",{"$f":"9.28*6.73","v":{"v":62.4544,"d":"62.45"}},"Rs. / 9.28 M²"]
[]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H213:H218)","v":{"v":107805.26964999999,"d":"107,805.27"}},"Rs. / 9.28 M²",{"$f":"H220/9.28","v":{"v":11616.947160560345,"d":"11,616.95"}}]
[]
["B","Equipments:"]
["1.",null,null,"=","Lumsum",null,"=",0,"Rs. / 9.28 M²"]
["2.",{"$nulls":5},"=",0,"Rs. / 9.28 M²"]
["3.",{"$nulls":5},"=",0,"Rs. / 9.28 M²"]
["4.",{"$nulls":5},"=",0,"Rs. / 9.28 M²"]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H223:H223)","v":0},"Rs. / 9.28 M²"]
[]
["C","Manpower :"]
["1.","Fixing Charges as sub-contractor",null,"=","9.28 M² @ 53.74 x 10.76 = 578.46 Rs./ M²)",null,"=",{"$f":"9.28*(53.76*10.76)","v":{"v":5368.086527999999,"d":"5,368.09"}},"Rs. / 9.28 M²",{"$f":"H231/9.28","v":{"v":578.4576,"d":"578.46"}}]
["1.","Labour Chargess",null,"=","59.56 Rft @ 30.00 Rs/ Sft",null,"=",{"$f":"59.56*30","v":{"v":1786.8000000000002,"d":"1,786.80"}},"Rs. / 9.28 M²",{"$f":"H232/9.28","v":{"v":192.5431034482759,"d":"192.54"}},{"$f":"J232/10.76","v":{"v":17.894340469170622,"d":"17.89"}},{"$f":"K232*114","v":{"v":2039.9548134854508,"d":"2,039.95"}},{"$f":"(L232/114)*100","v":1789.4340469170622}]
[{"$nulls":9},{"$f":"68*30","v":{"v":2040,"d":"2,040.00"}},{"$f":"(J233/114)*100","v":1789.4736842105265}]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H231:H232)","v":{"v":7154.886527999999,"d":"7,154.89"}},"Rs. / 9.28 M²"]
[]
["D","Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H220+H228+H234","v":{"v":114960.15617799999,"d":"114,960.16"}},"Rs. / 9.28 M²"]
[]
["E","Add 0.5. % Water Charges",{"$nulls":4},"=",{"$f":"H236*0.5%","v":{"v":574.8007808899999,"d":"574.80"}},{"$f":"I213","v":"Rs. / 9.28 M²"}]
[]
["F","Total Cost (D+E)",{"$nulls":4},"=",{"$f":"H236+H238","v":{"v":115534.95695888999,"d":"115,534.96"}},{"$f":"I220","v":"Rs. / 9.28 M²"}]
[]
["G","Total Basic Cost (G = F /9.28)",{"$nulls":4},"=",{"$f":"H240/9.28","v":{"v":12449.887603328663,"d":"12,449.89"}},"Rs./M²"]
[]
["H","Total Basic Cost (I = G /10.76)",{"$nulls":4},"=",{"$f":"H242/10.76","v":{"v":1157.0527512387234,"d":"1,157.05"}},"Rs./Sft",{"$f":"H244*10.76","v":{"v":12449.887603328663,"d":"12,449.89"}}]
[]
["I","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",{"$f":"H244*0.25","v":{"v":289.26318780968086,"d":"289.26"}},{"$f":"I244","v":"Rs./Sft"}]
[]
["J","Grand Total Cost (H  = H+I)",{"$nulls":4},"=",{"$f":"H244+H246","v":{"v":1446.3159390484043,"d":"1,446.32"}},{"$f":"I246","v":"Rs./Sft"}]
[{"$f":"A99","v":"Project Name….."}]
[{"$f":"A100","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[]
[null,"Building Name:- Marquee"]
[null,"Floor Tile  Size (24\" x 24\" ) Make Imported (Malaysia)"]
[]
[null,"Measuring Unit",{"$nulls":5},"Sq.M"]
[]
[null,"Item Desc.","Floor Tile Colour light size  24'' x 24'' Make ''Imported(Malaysia)'' "]
[]
[]
[null,"DETAIL OF COST FOR 100 SQFT. OR 9.28 SQM."]
["A","Materials:"]
["1.","Tile Clour",null,"=","9.28  Sq.m @ 1650.00 Rs./m²",null,"=",{"$f":"9.29*1650","v":{"v":15328.499999999998,"d":"15,328.50"}},"Rs. / 9.28 M²"]
["2.","Tile Bond",null,"=","9.28 x 6.666 Kg @ 13.75 Rs./ Kg",null,"=",{"$f":"9.28*6.666*13.7","v":{"v":847.488576,"d":"847.49"}},"Rs. / 9.28 M²"]
["3.","Grout Joint Filling Material",null,"=","9.28 x 0.077 Kg @ 150.00 Rs./ Kg",null,"=",{"$f":"9.28*0.077*150","v":{"v":107.184,"d":"107.18"}},"Rs. / 9.28 M²"]
["4.","Wastage",null,"=",{"v":0.05,"d":"5%"},null,"=",{"$f":"SUM(H264:H266)*E267","v":{"v":814.1586287999999,"d":"814.16"}},"Rs. / 9.28 M²"]
["5.","Carridge from Market to Site ",null,"=","9.28  Sq.m @ 6.73 Rs./m²",null,"=",{"$f":"9.28*6.73","v":{"v":62.4544,"d":"62.45"}},"Rs. / 9.28 M²"]
[]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H264:H268)","v":{"v":17159.785604799996,"d":"17,159.79"}},"Rs. / 9.28 M²",{"$f":"H270/9.28","v":{"v":1849.114828103448,"d":"1,849.11"}}]
[]
["B","Equipments:"]
["1.",null,null,"=","Lumsum",null,"=",0,"Rs. / 9.28 M²"]
["2.",{"$nulls":5},"=",0,"Rs. / 9.28 M²"]
["3.",{"$nulls":5},"=",0,"Rs. / 9.28 M²"]
["4.",{"$nulls":5},"=",0,"Rs. / 9.28 M²"]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H273:H273)","v":0},"Rs. / 9.28 M²"]
[]
["C","Manpower :"]
["1.","Fixing Charges as sub-contractor",null,"=","9.28 M² @ 25.00 x 10.76 = 269.00 Rs./ M²)",null,"=",{"$f":"9.28*(25*10.76)","v":{"v":2496.3199999999997,"d":"2,496.32"}},"Rs. / 9.28 M²"]
[]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H281:H281)","v":{"v":2496.3199999999997,"d":"2,496.32"}},"Rs. / 9.28 M²"]
[]
["D","Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H270+H278+H283","v":{"v":19656.105604799995,"d":"19,656.11"}},"Rs. / 9.28 M²"]
[]
["E","Add 0.5. % Water Charges",{"$nulls":4},"=",{"$f":"H285*0.5%","v":{"v":98.28052802399998,"d":"98.28"}},{"$f":"I264","v":"Rs. / 9.28 M²"}]
[]
["F","Total Cost (D+E)",{"$nulls":4},"=",{"$f":"H285+H287","v":{"v":19754.386132823995,"d":"19,754.39"}},{"$f":"I270","v":"Rs. / 9.28 M²"}]
[]
["G","Total Basic Cost (G = F /9.28)",{"$nulls":4},"=",{"$f":"H289/9.28","v":{"v":2128.705402243965,"d":"2,128.71"}},"Rs./M²"]
[]
["H","Total Basic Cost (I = G /10.76)",{"$nulls":4},"=",{"$f":"H291/10.76","v":{"v":197.83507455798934,"d":"197.84"}},"Rs./Sft"]
[]
["I","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",{"$f":"H293*0.25","v":{"v":49.458768639497336,"d":"49.46"}},{"$f":"I293","v":"Rs./Sft"}]
[]
["J","Grand Total Cost (H  = H+I)",{"$nulls":4},"=",{"$f":"H293+H295","v":{"v":247.2938431974867,"d":"247.29"}},{"$f":"I295","v":"Rs./Sft"}]
[{"$f":"A249","v":"Project Name….."}]
[{"$f":"A250","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[]
[null,"Building Name:- Marquee"]
[null,"Bathroom Floor & Wall Tile  Size (26\" x 9\" ) Make Master"]
[]
[null,"Measuring Unit",{"$nulls":5},"Sq.M"]
[]
[null,"Item Desc.","Floor & Wall  Tiles for Bathroom  Colour. Dark & light  size  26'' x 9'' Make ''Master'' "]
[]
[]
[null,"DETAIL OF COST FOR 100 SQFT. OR 9.28 SQM."]
["A","Materials:"]
["1.","Tile ",null,"=","9.28  Sq.m @ 1075.00 Rs./m²",null,"=",{"$f":"9.29*1075","v":{"v":9986.749999999998,"d":"9,986.75"}},"Rs. / 9.28 M²"]
["2.","Tile Bond",null,"=","9.28 x 6.666 Kg @ 13.75 Rs./ Kg",null,"=",{"$f":"9.28*6.666*13.7","v":{"v":847.488576,"d":"847.49"}},"Rs. / 9.28 M²"]
["3.","Grout Joint Filling Material",null,"=","9.28 x 0.077 Kg @ 150.00 Rs./ Kg",null,"=",{"$f":"9.28*0.077*150","v":{"v":107.184,"d":"107.18"}},"Rs. / 9.28 M²"]
["4.","Wastage",null,"=",{"v":0.05,"d":"5%"},null,"=",{"$f":"SUM(H313:H314)*E316","v":{"v":541.7119287999999,"d":"541.71"}},"Rs. / 9.28 M²"]
["5.","Carridge from Market to Site ",null,"=","9.28  Sq.m @ 6.73 Rs./m²",null,"=",{"$f":"9.28*6.73","v":{"v":62.4544,"d":"62.45"}},"Rs. / 9.28 M²"]
[]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H313:H317)","v":{"v":11545.588904799997,"d":"11,545.59"}},"Rs. / 9.28 M²",{"$f":"H319/9.28","v":{"v":1244.1367354310344,"d":"1,244.14"}}]
[]
["B","Equipments:"]
["1.",null,null,"=","Lumsum",null,"=",0,"Rs. / 9.28 M²"]
["2.",{"$nulls":5},"=",0,"Rs. / 9.28 M²"]
["3.",{"$nulls":5},"=",0,"Rs. / 9.28 M²"]
["4.",{"$nulls":5},"=",0,"Rs. / 9.28 M²"]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H322:H322)","v":0},"Rs. / 9.28 M²"]
[]
["C","Manpower :"]
["1.","Fixing Charges as sub-contractor",null,"=","9.28 M² @ 25.00 x 10.76 = 269.00 Rs./ M²)",null,"=",{"$f":"9.28*(25*10.76)","v":{"v":2496.3199999999997,"d":"2,496.32"}},"Rs. / 9.28 M²",{"$f":"H330/9.28","v":{"v":269,"d":"269.00"}}]
[]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H330:H330)","v":{"v":2496.3199999999997,"d":"2,496.32"}},"Rs. / 9.28 M²"]
[]
["D","Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H319+H327+H332","v":{"v":14041.908904799997,"d":"14,041.91"}},"Rs. / 9.28 M²"]
[]
["E","Add 0.5. % Water Charges",{"$nulls":4},"=",{"$f":"H334*0.5%","v":{"v":70.20954452399998,"d":"70.21"}},{"$f":"I313","v":"Rs. / 9.28 M²"}]
[]
["F","Total Cost (D+E)",{"$nulls":4},"=",{"$f":"H334+H336","v":{"v":14112.118449323996,"d":"14,112.12"}},{"$f":"I319","v":"Rs. / 9.28 M²"}]
[]
["G","Total Basic Cost (G = F /9.28)",{"$nulls":4},"=",{"$f":"H338/9.28","v":{"v":1520.7024191081894,"d":"1,520.70"}},"Rs./M²"]
[]
["H","Total Basic Cost (I = G /10.76)",{"$nulls":4},"=",{"$f":"H340/10.76","v":{"v":141.32922110670904,"d":"141.33"}},"Rs./Sft"]
[]
["I","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",{"$f":"H342*0.25","v":{"v":35.33230527667726,"d":"35.33"}},{"$f":"I342","v":"Rs./Sft"}]
[]
["J","Grand Total Cost (H  = H+I)",{"$nulls":4},"=",{"$f":"H342+H344","v":{"v":176.6615263833863,"d":"176.66"}},{"$f":"I344","v":"Rs./Sft"}]
[{"$f":"A298","v":"Project Name….."}]
[{"$f":"A299","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[]
[null,"Building Name:- Marquee"]
[null,"Floor (Bathroom)  Size (12\" x 36\" ) Make Master"]
[]
[null,"Measuring Unit",{"$nulls":5},"Sq.M"]
[]
[null,"Item Desc.","Floor & wall Tiles Colour  gey size  12'' x 36'' Make ''Master'' "]
[]
[]
[null,"DETAIL OF COST FOR 100 SQFT. OR 9.28 SQM."]
["A","Materials:"]
["1.","Tile ",null,"=","9.28  Sq.m @ 2700.00 Rs./m²",null,"=",{"$f":"9.29*2700","v":{"v":25082.999999999996,"d":"25,083.00"}},"Rs. / 9.28 M²"]
["2.","Tile Bond",null,"=","9.28 x 6.666 Kg @ 13.75 Rs./ Kg",null,"=",{"$f":"9.28*6.666*13.7","v":{"v":847.488576,"d":"847.49"}},"Rs. / 9.28 M²"]
["3.","Grout Joint Filling Material",null,"=","9.28 x 0.077 Kg @ 150.00 Rs./ Kg",null,"=",{"$f":"9.28*0.077*150","v":{"v":107.184,"d":"107.18"}},"Rs. / 9.28 M²"]
["4.","Wastage",null,"=",{"v":0.05,"d":"5%"},null,"=",{"$f":"SUM(H362:H364)*E365","v":{"v":1301.8836288,"d":"1,301.88"}},"Rs. / 9.28 M²"]
["5.","Carridge from Market to Site ",null,"=","9.28  Sq.m @ 6.73 Rs./m²",null,"=",{"$f":"9.28*6.73","v":{"v":62.4544,"d":"62.45"}},"Rs. / 9.28 M²"]
[]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H362:H366)","v":{"v":27402.010604799994,"d":"27,402.01"}},"Rs. / 9.28 M²",{"$f":"H368/9.28","v":{"v":2952.802866896551,"d":"2,952.80"}}]
[]
["B","Equipments:"]
["1.",null,null,"=","Lumsum",null,"=",0,"Rs. / 9.28 M²"]
["2.",{"$nulls":5},"=",0,"Rs. / 9.28 M²"]
["3.",{"$nulls":5},"=",0,"Rs. / 9.28 M²"]
["4.",{"$nulls":5},"=",0,"Rs. / 9.28 M²"]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H371:H371)","v":0},"Rs. / 9.28 M²"]
[]
["C","Manpower :"]
["1.","Fixing Charges as sub-contractor",null,"=","9.28 M² @ 25.00 x 10.76 = 269.00 Rs./ M²)",null,"=",{"$f":"9.28*(25*10.76)","v":{"v":2496.3199999999997,"d":"2,496.32"}},"Rs. / 9.28 M²",{"$f":"H379/9.28","v":{"v":269,"d":"269.00"}}]
[]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H379:H379)","v":{"v":2496.3199999999997,"d":"2,496.32"}},"Rs. / 9.28 M²"]
[]
["D","Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H368+H376+H381","v":{"v":29898.330604799994,"d":"29,898.33"}},"Rs. / 9.28 M²"]
[]
["E","Add 0.5. % Water Charges",{"$nulls":4},"=",{"$f":"H383*0.5%","v":{"v":149.491653024,"d":"149.49"}},{"$f":"I362","v":"Rs. / 9.28 M²"}]
[]
["F","Total Cost (D+E)",{"$nulls":4},"=",{"$f":"H383+H385","v":{"v":30047.822257823995,"d":"30,047.82"}},{"$f":"I368","v":"Rs. / 9.28 M²"}]
[]
["G","Total Basic Cost (G = F /9.28)",{"$nulls":4},"=",{"$f":"H387/9.28","v":{"v":3237.911881231034,"d":"3,237.91"}},"Rs./M²"]
[]
["H","Total Basic Cost (I = G /10.76)",{"$nulls":4},"=",{"$f":"H389/10.76","v":{"v":300.9211785530701,"d":"300.92"}},"Rs./Sft"]
[]
["I","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",{"$f":"H391*0.25","v":{"v":75.23029463826752,"d":"75.23"}},{"$f":"I391","v":"Rs./Sft"}]
[]
["J","Grand Total Cost (H  = H+I)",{"$nulls":4},"=",{"$f":"H391+H393","v":{"v":376.15147319133763,"d":"376.15"}},{"$f":"I393","v":"Rs./Sft"}]
[{"$f":"A347","v":"Project Name….."}]
[{"$f":"A348","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[]
[null,"Building Name:- Marquee"]
[null,"Tile Skirting 4'' Wide "]
[]
[null,"Measuring Unit",{"$nulls":5},"Ru.m"]
[]
[null,"Item Desc.","Tile skirting 4'' wide drak light colour imorted ''Malaysia''"]
[]
[]
[null,"DETAIL OF COST FOR 100 Rft. OR 30.00 Ru.m"]
["A","Materials:"]
["1.","Tile  skirting",null,"=","30.00  Ru.m @ 165.00 Rs./Ru.m",null,"=",{"$f":"30*165","v":{"v":4950,"d":"4,950.00"}},"Rs. /30 Ru.m"]
["2.","Tile Bond",null,"=","3.00 Sq.m x 6.666 Kg @ 13.75 Rs./ Kg",null,"=",{"$f":"3*6.666*13.75","v":{"v":274.9725,"d":"274.97"}},"Rs. /30 Ru.m"]
["3.","Grout Joint Filling Material",null,"=","3.00 Sq.m x 0.077 Kg @ 150.00 Rs./ Kg",null,"=",{"$f":"3*0.077*150","v":34.65},"Rs. /30 Ru.m"]
["4.","Wastage",null,"=",{"v":0.05,"d":"5%"},null,"=",{"$f":"SUM(H411:H413)*E414","v":{"v":262.98112499999996,"d":"262.98"}},"Rs. /30 Ru.m"]
["5.","Carridge from Market to Site ",null,"=","3.00  Sq.m @ 6.73 Rs./m²",null,"=",{"$f":"3*6.73","v":20.19},"Rs. /30 Ru.m"]
[]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H411:H415)","v":{"v":5542.793624999999,"d":"5,542.79"}},"Rs. /30 Ru.m",{"$f":"H417/9.28","v":{"v":597.2837957974137,"d":"597.28"}}]
[]
["B","Equipments:"]
["1.",null,null,"=","Lumsum",null,"=",0,"Rs. /30 Ru.m"]
["2.",{"$nulls":5},"=",0,"Rs. /30 Ru.m"]
["3.",{"$nulls":5},"=",0,"Rs. /30 Ru.m"]
["4.",{"$nulls":5},"=",0,"Rs. /30 Ru.m"]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H420:H420)","v":0},{"$f":"I417","v":"Rs. /30 Ru.m"}]
[]
["C","Manpower :"]
["1.","Fixing Charges as sub-contractor",null,"=","30.00 Ru.m @ 20.00 x 3.281 = 65.62 Rs./Ru.m",null,"=",{"$f":"30*65.62","v":{"v":1968.6000000000001,"d":"1,968.60"}},{"$f":"I415","v":"Rs. /30 Ru.m"}]
[]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H428:H428)","v":{"v":1968.6000000000001,"d":"1,968.60"}},{"$f":"I425","v":"Rs. /30 Ru.m"}]
[]
["D","Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H417+H425+H430","v":{"v":7511.393625,"d":"7,511.39"}},{"$f":"I428","v":"Rs. /30 Ru.m"}]
[]
["E","Add 0.5. % Water Charges",{"$nulls":4},"=",{"$f":"H432*0.5%","v":{"v":37.556968125,"d":"37.56"}},{"$f":"I411","v":"Rs. /30 Ru.m"}]
[]
["F","Total Cost (D+E)",{"$nulls":4},"=",{"$f":"H432+H434","v":{"v":7548.950593125,"d":"7,548.95"}},{"$f":"I417","v":"Rs. /30 Ru.m"}]
[]
["G","Total Basic Cost (G = F /30)",{"$nulls":4},"=",{"$f":"H436/30","v":{"v":251.63168643749998,"d":"251.63"}},"Rs./Ru.m"]
[]
["H","Total Basic Cost (I = G /3.281)",{"$nulls":4},"=",{"$f":"H438/3.281","v":{"v":76.6935953786955,"d":"76.69"}},"Rs./Rft"]
[]
["I","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",{"$f":"H440*0.25","v":{"v":19.173398844673876,"d":"19.17"}},{"$f":"I440","v":"Rs./Rft"}]
[]
["J","Grand Total Cost (H  = H+I)",{"$nulls":4},"=",{"$f":"H440+H442","v":{"v":95.86699422336937,"d":"95.87"}},{"$f":"I442","v":"Rs./Rft"}]
[]
[]
[{"$f":"A396","v":"Project Name….."}]
[{"$f":"A397","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[]
[null,"Building Name:- Marquee"]
[null,"Granite Skirting 4'' Wide "]
[]
[null,"Measuring Unit",{"$nulls":5},"Ru.m"]
[]
[null,"Item Desc.","Granite skirting 4'' wide drak light colour"]
[]
[]
[null,"DETAIL OF COST FOR 100 Rft. OR 30.00 Ru.m"]
["A","Materials:"]
["1.","Granite Skirting",null,"=","30.00  Ru.m @ 60.00 Rs./Ru.m",null,"=",{"$f":"30*60","v":{"v":1800,"d":"1,800.00"}},"Rs. /30 Ru.m"]
["2.","Tile Bond",null,"=","3.00 Sq.m x 6.666 Kg @ 13.75 Rs./ Kg",null,"=",{"$f":"3*6.666*13.75","v":{"v":274.9725,"d":"274.97"}},"Rs. /30 Ru.m"]
["3.","Grout Joint Filling Material",null,"=","3.00 Sq.m x 0.077 Kg @ 150.00 Rs./ Kg",null,"=",{"$f":"3*0.077*150","v":34.65},"Rs. /30 Ru.m"]
["4.","Wastage",null,"=",{"v":0.05,"d":"5%"},null,"=",{"$f":"SUM(H462:H464)*E465","v":{"v":105.481125,"d":"105.48"}},"Rs. /30 Ru.m"]
["5.","Carridge from Market to Site ",null,"=","3.00  Sq.m @ 6.73 Rs./m²",null,"=",{"$f":"3*6.73","v":20.19},"Rs. /30 Ru.m"]
[]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H462:H466)","v":{"v":2235.293625,"d":"2,235.29"}},"Rs. /30 Ru.m",{"$f":"H468/9.28","v":{"v":240.8721578663793,"d":"240.87"}}]
[]
["B","Equipments:"]
["1.",null,null,"=","Lumsum",null,"=",0,"Rs. /30 Ru.m"]
["2.",{"$nulls":5},"=",0,"Rs. /30 Ru.m"]
["3.",{"$nulls":5},"=",0,"Rs. /30 Ru.m"]
["4.",{"$nulls":5},"=",0,"Rs. /30 Ru.m"]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H471:H471)","v":0},{"$f":"I468","v":"Rs. /30 Ru.m"}]
[]
["C","Manpower :"]
["1.","Fixing Charges as sub-contractor",null,"=","30.00 Ru.m @ 20.00 x 3.281 = 65.62 Rs./Ru.m",null,"=",{"$f":"30*65.62","v":{"v":1968.6000000000001,"d":"1,968.60"}},{"$f":"I466","v":"Rs. /30 Ru.m"}]
[]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H479:H479)","v":{"v":1968.6000000000001,"d":"1,968.60"}},{"$f":"I476","v":"Rs. /30 Ru.m"}]
[]
["D","Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H468+H476+H481","v":{"v":4203.893625,"d":"4,203.89"}},{"$f":"I479","v":"Rs. /30 Ru.m"}]
[]
["E","Add 0.5. % Water Charges",{"$nulls":4},"=",{"$f":"H483*0.5%","v":{"v":21.019468125,"d":"21.02"}},{"$f":"I462","v":"Rs. /30 Ru.m"}]
[]
["F","Total Cost (D+E)",{"$nulls":4},"=",{"$f":"H483+H485","v":{"v":4224.913093124999,"d":"4,224.91"}},{"$f":"I468","v":"Rs. /30 Ru.m"}]
[]
["G","Total Basic Cost (G = F /30)",{"$nulls":4},"=",{"$f":"H487/30","v":{"v":140.83043643749997,"d":"140.83"}},"Rs./Ru.m"]
[]
["H","Total Basic Cost (I = G /3.281)",{"$nulls":4},"=",{"$f":"H489/3.281","v":{"v":42.92302238265771,"d":"42.92"}},"Rs./Rft"]
[]
["I","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",{"$f":"H491*0.25","v":{"v":10.730755595664428,"d":"10.73"}},{"$f":"I491","v":"Rs./Rft"}]
[]
["J","Grand Total Cost (H  = H+I)",{"$nulls":4},"=",{"$f":"H491+H493","v":{"v":53.65377797832214,"d":"53.65"}},{"$f":"I493","v":"Rs./Rft"}]

{"sheet":"Bitumen Coating","index":27,"n_rows":26,"n_cols":10,"rows_kept":26,"merged":[[0,0,0,7],[1,0,1,7],[2,0,2,7],[5,2,5,5]]}
[{"$f":"+' Granite,. Tiles Floor & Walll '!A1","v":"Project Name….."}]
[{"$f":"+' Granite,. Tiles Floor & Walll '!A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
["RATE ANALYSIS"]
[]
[{"$nulls":5},"Unit",{"v":100,"d":"100.00"},"Sft"]
[null,"Item Desc.","Bitumen  Coating "]
[]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Painter",null,1,{"$f":"0.17*8","v":1.36},{"$f":"800/8","v":{"v":100,"d":"100.00"}},{"$f":"D11*E11*F11","v":{"v":136,"d":"136.00"}}]
[null,"Belder",null,1,{"$f":"0.17*8","v":1.36},{"$f":"500/8","v":{"v":62.5,"d":"62.50"}},{"$f":"D12*E12*F12","v":{"v":85,"d":"85.00"}}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G11:G12)","v":{"v":221,"d":"221.00"}}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"Bitumen emulsion",null,"Ibs",{"v":10,"d":"10.00"},25.25,{"$f":"E17*F17","v":{"v":252.5,"d":"252.50"}}]
[null,"Sundries/Labour",null,"Lum",null,null,{"v":20,"d":"20.00"}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G17:G18)","v":{"v":272.5,"d":"272.50"}}]
[null,"Summary",{"$nulls":7},{"$f":"73/10.76","v":6.784386617100372}]
[]
[null,"Basic Cost For 100 Sft ",{"$nulls":4},{"$f":"G14+G20","v":{"v":493.5,"d":"493.50"}}]
[null,"Basic Cost Per Sft",{"$nulls":4},{"$f":"G23/100","v":{"v":4.935,"d":"4.94"}},null,{"$f":"G24*10.76","v":{"v":53.10059999999999,"d":"53.10"}}]
[null,"OverHead & Profit (10 + 15)Percentage",{"$nulls":4},{"$f":"G24*0.25","v":{"v":1.23375,"d":"1.23"}}]
[null,"Total Cost Per Sft",{"$nulls":4},{"$f":"ROUND(SUM(G24:G25),2)","v":6.17},null,{"$f":"+G26*10.76","v":{"v":66.3892,"d":"66.39"}}]

{"sheet":"Aprom jali","index":28,"n_rows":36,"n_cols":13,"rows_kept":36,"merged":[[7,2,8,7],[14,1,14,2],[19,1,19,2],[20,1,20,2],[34,1,34,7],[35,1,35,2]]}
[{"$f":"+'Bitumen Coating'!A1:H1","v":"Project Name….."}]
[{"$f":"+'Bitumen Coating'!A2:H2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[{"$f":"+'Bitumen Coating'!A3:H3","v":"RATE ANALYSIS"}]
[null,"Apron Jali"]
[]
[null,"Measuring Unit",{"$nulls":6},"1 Sft"]
[]
[null,"Item Desc.","Providing and Fixing of Apron Jali"]
[]
["A","Material Cost :",{"$nulls":10},{"$f":"3.5*3.25","v":11.375}]
[null,"Apron Jali (3.50' x 3.25')=450 Rs./No"]
["1.","Apron Jali Qty= 3.50' x 3.25'=11.375Sft",null,"=","450/11.375",null,null,"=",{"$f":"(450/11.375)*100","v":{"v":3956.0439560439563,"d":"3,956.04"}},"Rs./100 Sft"]
["2.","Cement ",null,"=","2.800 Bag @ 550.00 Rs./ No",null,null,"=",{"$f":"2.8*550","v":{"v":1540,"d":"1,540.00"}},"Rs./100 Sft",null,null,{"$f":"450/M10","v":39.56043956043956}]
["3.","Sand",null,"=","14.00 Cft @ 9.00 Rs./Cft",null,null,"=",{"$f":"14*9","v":{"v":126,"d":"126.00"}},{"$f":"J13","v":"Rs./100 Sft"}]
["4.","Wastage ",null,"=",{"v":0.05,"d":"5%"},null,null,"=",{"$f":"SUM(I12:I14)*E15","v":{"v":281.10219780219785,"d":"281.10"}},{"$f":"J14","v":"Rs./100 Sft"}]
[]
[{"$nulls":6},"Sub Total Cost A:   ","=",{"$f":"SUM(I12:I15)","v":{"v":5903.146153846154,"d":"5,903.15"}},{"$f":"J15","v":"Rs./100 Sft"}]
[]
["B","Manpower"]
[1,"Mason",null,"=","1 No @ 580.00 Rs./ Day",null,null,"=",{"$f":"1*580","v":{"v":580,"d":"580.00"}},{"$f":"J15","v":"Rs./100 Sft"}]
[2,"Labour ",null,"=","2 No @ 280.00 Rs./ Day",null,null,"=",{"$f":"2*300","v":{"v":600,"d":"600.00"}},{"$f":"J20","v":"Rs./100 Sft"}]
[3,"Foreman/Supervisor",null,"=","1 No @ 500.00 Rs./ Day",null,null,"=",{"$f":"1*500","v":{"v":500,"d":"500.00"}},{"$f":"J21","v":"Rs./100 Sft"}]
[]
[{"$nulls":6},"Sub Total Cost B:   ","=",{"$f":"SUM(I20:I23)","v":{"v":1680,"d":"1,680.00"}},{"$f":"J22","v":"Rs./100 Sft"},null,null,{"$f":"I24/10.76","v":{"v":156.13382899628252,"d":"156.13"}}]
[]
["C","Total Cost (A+B)",{"$nulls":6},{"$f":"I17+I24","v":{"v":7583.146153846154,"d":"7,583.15"}},{"$f":"J24","v":"Rs./100 Sft"}]
[]
[]
["D","Add 1.5 % Water Charges ",{"$nulls":5},"=",{"$f":"I26*2%","v":{"v":151.66292307692308,"d":"151.66"}},{"$f":"J26","v":"Rs./100 Sft"}]
[]
["E","Total Cost (C+D)",{"$nulls":5},"=",{"$f":"SUM(I26:I30)","v":{"v":7734.809076923078,"d":"7,734.81"}},{"$f":"J26","v":"Rs./100 Sft"}]
[]
["F","Overheads (In-direct Cost) 25 % ",{"$nulls":5},"=",0,{"$f":"J29","v":"Rs./100 Sft"}]
[]
["G","Providing and Fixing of Apron Jali",{"$nulls":6},{"$f":"I31+I33","v":{"v":7734.809076923078,"d":"7,734.81"}},{"$f":"J33","v":"Rs./100 Sft"}]
[null,"Rate per Sft",{"$nulls":6},{"$f":"I35/100","v":{"v":77.34809076923078,"d":"77.35"}},"Rs./Sft"]

{"sheet":"R.C.C PIPE","index":29,"n_rows":376,"n_cols":12,"rows_kept":376,"merged":[[6,2,6,6],[13,1,13,2],[14,1,14,2],[15,1,15,2],[22,3,22,5],[47,2,47,6],[54,1,54,2],[55,1,55,2],[56,1,56,2],[63,3,63,5],[88,2,88,6],[95,1,95,2],[96,1,96,2],[97,1,97,2],[104,3,104,5],[129,2,129,6],[136,1,136,2],[137,1,137,2],[138,1,138,2],[145,3,145,5],[170,2,170,6],[175,1,175,2],[178,1,178,2],[179,1,179,2],[180,1,180,2],[187,3,187,5],[212,2,212,6],[217,1,217,2],[220,1,220,2],[221,1,221,2],[222,1,222,2],[229,3,229,5],[254,2,254,6],[259,1,259,2],[262,1,262,2],[263,1,263,2],[264,1,264,2],[271,3,271,5],[296,2,296,6],[301,1,301,2],[302,1,302,2],[305,1,305,2],[306,1,306,2],[307,1,307,2],[314,3,314,5],[339,2,339,6],[344,1,344,2],[345,1,345,2],[348,1,348,2],[349,1,349,2],[350,1,350,2],[357,3,357,5]]}
[{"$f":"'Excavation and Back Filling'!A1","v":"Project Name….."}]
[{"$f":"'Excavation and Back Filling'!A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"R.C.C Pipe"]
[null,"Item # 3","6\" (150mm) dia",null,null,"Unit",{"v":20,"d":"20.00"},"M"]
[null,"Item Desc.","Providing and Laying approved R.C.C Pipe manufactured using SRC conforming to ASTM C-76 Class II wall \"B\" (or relevent BS Code) in trenches upto required depth in proper alignment and gradient, including Jointing, fixing ,testing, cost of rubber rings joints etc as per drawing and in accordance with the specification. Complete in all respect as direction by the Engineer."]
[null,null,"6\" (150mm) dia"]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Supervisor",null,1,{"v":10,"d":"10.00"},169.95,{"$f":"D12*E12*F12","v":{"v":1699.5,"d":"1,699.50"}},null,null,4.5,{"$f":"J12*0.25","v":1.125},{"$f":"J12+K12","v":5.625}]
[null,"Assistant Surveyor",null,1,{"v":2,"d":"2.00"},106.83,{"$f":"D13*E13*F13","v":213.66}]
[null,"Mason",null,1,{"v":8,"d":"8.00"},118.75,{"$f":"D14*E14*F14","v":{"v":950,"d":"950.00"}}]
[null,"Helper",null,2,{"v":2,"d":"2.00"},{"v":62.5,"d":"62.50"},{"$f":"D15*E15*F15","v":{"v":250,"d":"250.00"}}]
[null,"Labour ",null,12,{"v":10,"d":"10.00"},{"v":62.5,"d":"62.50"},{"$f":"D16*E16*F16","v":{"v":7500,"d":"7,500.00"}}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G12:G16)","v":{"v":10613.16,"d":"10,613.16"}}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"R.C.C Pipe  ASTM C-76 Class II wall \"B\"",null,"M",{"v":20,"d":"20.00"},{"$f":"875/2.438","v":{"v":358.9007383100902,"d":"358.90"}},{"$f":"E21*F21","v":{"v":7178.014766201804,"d":"7,178.01"}},null,8,{"$f":"I21/3.281","v":2.4382810118866196}]
[null,"Cement ",null,"Bag",{"v":1.8,"d":"1.80"},{"v":535,"d":"535.00"},{"$f":"E22*F22","v":{"v":963,"d":"963.00"}}]
[null,"Add. Wastage",null,{"v":0.05,"d":"5.00%"},null,null,{"$f":"SUM(G21:G22)*D23","v":{"v":407.05073831009025,"d":"407.05"}}]
[null,"Water",null,"1000LIT",{"v":5,"d":"5.00"},{"v":120,"d":"120.00"},{"$f":"E24*F24","v":{"v":600,"d":"600.00"}}]
[null," Hydro testing",null,"M",{"v":20,"d":"20.00"},{"v":20,"d":"20.00"},{"$f":"E25*F25","v":{"v":400,"d":"400.00"}}]
[null,"Rubber Ring",null,"No.",{"v":9,"d":"9.00"},{"v":20,"d":"20.00"},{"$f":"E26*F26","v":{"v":180,"d":"180.00"}}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G21:G26)","v":{"v":9728.065504511895,"d":"9,728.07"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Crane.20 T",null,1,{"v":4,"d":"4.00"},{"v":2167.32,"d":"2,167.32"},{"$f":"D31*E31*F31","v":{"v":8669.28,"d":"8,669.28"}}]
[null,"Tractor Trolley",null,1,{"v":1,"d":"1.00"},144.23,{"$f":"D32*E32*F32","v":144.23}]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G31:G32)","v":{"v":8813.51,"d":"8,813.51"}}]
[null,"Summary"]
[]
[null,"Basic Cost For 20.00 M",{"$nulls":4},{"$f":"G18+G28+G34","v":{"v":29154.735504511897,"d":"29,154.74"}}]
[null,"Basic Cost Per M",{"$nulls":4},{"$f":"ROUND(G37/20,2)","v":{"v":1457.74,"d":"1,457.74"}},null,{"$f":"G38/3.281","v":{"v":444.29747028345014,"d":"444.30"}}]
[null,"Basic Cost Per Rft",{"$nulls":4},{"$f":"ROUND(G38/3.281,2)","v":{"v":444.3,"d":"444.30"}}]
[null,"OverHead & Profit (10 + 15)Percentage",{"$nulls":4},{"$f":"G39*0.25","v":{"v":111.075,"d":"111.08"}}]
[null,"Total Cost Per RFT",{"$nulls":4},{"$f":"ROUND(SUM(G39:G40),2)","v":555.38}]
[{"$f":"A1","v":"Project Name….."}]
[{"$f":"A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"R.C.C Pipe"]
[null,"Item # 3","9\" (225mm) dia",null,null,"Unit",{"v":20,"d":"20.00"},"M"]
[null,"Item Desc.","Providing and Laying approved R.C.C Pipe manufactured using SRC conforming to ASTM C-76 Class II wall \"B\" (or relevent BS Code) in trenches upto required depth in proper alignment and gradient, including Jointing, fixing ,testing, cost of rubber rings joints etc as per drawing and in accordance with the specification. Complete in all respect as direction by the Engineer."]
[null,null,"9\" (225mm) dia"]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Supervisor",null,1,{"v":10,"d":"10.00"},169.95,{"$f":"D53*E53*F53","v":{"v":1699.5,"d":"1,699.50"}}]
[null,"Assistant Surveyor",null,1,{"v":2,"d":"2.00"},106.83,{"$f":"D54*E54*F54","v":213.66}]
[null,"Mason",null,1,{"v":8,"d":"8.00"},118.75,{"$f":"D55*E55*F55","v":{"v":950,"d":"950.00"}}]
[null,"Helper",null,2,{"v":2,"d":"2.00"},{"v":62.5,"d":"62.50"},{"$f":"D56*E56*F56","v":{"v":250,"d":"250.00"}}]
[null,"Labour ",null,12,{"v":10,"d":"10.00"},{"v":62.5,"d":"62.50"},{"$f":"D57*E57*F57","v":{"v":7500,"d":"7,500.00"}}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G53:G57)","v":{"v":10613.16,"d":"10,613.16"}}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"R.C.C Pipe  ASTM C-76 Class II wall \"B\"",null,"M",{"v":20,"d":"20.00"},{"$f":"1300/2.438","v":{"v":533.2239540607054,"d":"533.22"}},{"$f":"E62*F62","v":{"v":10664.479081214107,"d":"10,664.48"}}]
[null,"Cement ",null,"Bag",{"v":2,"d":"2.00"},{"v":535,"d":"535.00"},{"$f":"E63*F63","v":{"v":1070,"d":"1,070.00"}}]
[null,"Add. Wastage",null,{"v":0.05,"d":"5.00%"},null,null,{"$f":"SUM(G62:G63)*D64","v":{"v":586.7239540607054,"d":"586.72"}}]
[null,"Water",null,"1000LIT",{"v":5,"d":"5.00"},{"v":120,"d":"120.00"},{"$f":"E65*F65","v":{"v":600,"d":"600.00"}}]
[null,"Rubber Ring",null,"No.",{"v":9,"d":"9.00"},{"v":20,"d":"20.00"},{"$f":"E66*F66","v":{"v":180,"d":"180.00"}}]
[null," Hydro testing",null,"M",{"v":20,"d":"20.00"},{"v":20,"d":"20.00"},{"$f":"E67*F67","v":{"v":400,"d":"400.00"}}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G62:G67)","v":{"v":13501.203035274813,"d":"13,501.20"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Crane.20 T",null,1,{"v":4,"d":"4.00"},{"v":2167.32,"d":"2,167.32"},{"$f":"D72*E72*F72","v":{"v":8669.28,"d":"8,669.28"}}]
[null,"Tractor Trolley",null,1,{"v":1,"d":"1.00"},144.23,{"$f":"D73*E73*F73","v":144.23}]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G72:G73)","v":{"v":8813.51,"d":"8,813.51"}}]
[null,"Summary"]
[]
[null,"Basic Cost For 20.00 M",{"$nulls":4},{"$f":"G59+G69+G75","v":{"v":32927.87303527482,"d":"32,927.87"}}]
[null,"Basic Cost Per M",{"$nulls":4},{"$f":"ROUND(G78/20,2)","v":{"v":1646.39,"d":"1,646.39"}},null,{"$f":"G79/3.281","v":{"v":501.7951843950015,"d":"501.80"}}]
[null,"Basic Cost Per Rft",{"$nulls":4},{"$f":"ROUND(G79/3.281,2)","v":{"v":501.8,"d":"501.80"}}]
[null,"OverHead & Profit (10 + 15)Percentage",{"$nulls":4},{"$f":"G80*0.25","v":125.45}]
[null,"Total Cost Per RFT",{"$nulls":4},{"$f":"ROUND(SUM(G80:G81),2)","v":627.25}]
[{"$f":"A42","v":"Project Name….."}]
[{"$f":"A43","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"R.C.C Pipe"]
[null,"Item # 3","12\" (300mm) dia",null,null,"Unit",{"v":20,"d":"20.00"},"M"]
[null,"Item Desc.","Providing and Laying approved R.C.C Pipe manufactured using SRC conforming to ASTM C-76 Class II wall \"B\" (or relevent BS Code) in trenches upto required depth in proper alignment and gradient, including Jointing, fixing ,testing, cost of rubber rings joints etc as per drawing and in accordance with the specification. Complete in all respect as direction by the Engineer."]
[null,null,"12\" (300mm) dia"]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Supervisor",null,1,{"v":10,"d":"10.00"},169.95,{"$f":"D94*E94*F94","v":{"v":1699.5,"d":"1,699.50"}}]
[null,"Assistant Surveyor",null,1,{"v":2,"d":"2.00"},106.83,{"$f":"D95*E95*F95","v":213.66}]
[null,"Mason",null,1,{"v":8,"d":"8.00"},118.75,{"$f":"D96*E96*F96","v":{"v":950,"d":"950.00"}}]
[null,"Helper",null,2,{"v":2,"d":"2.00"},{"v":62.5,"d":"62.50"},{"$f":"D97*E97*F97","v":{"v":250,"d":"250.00"}}]
[null,"Labour ",null,12,{"v":10,"d":"10.00"},{"v":62.5,"d":"62.50"},{"$f":"D98*E98*F98","v":{"v":7500,"d":"7,500.00"}}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G94:G98)","v":{"v":10613.16,"d":"10,613.16"}}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"R.C.C Pipe  ASTM C-76 Class II wall \"B\"",null,"M",{"v":20,"d":"20.00"},{"$f":"1900/2.438","v":{"v":779.3273174733388,"d":"779.33"}},{"$f":"E103*F103","v":{"v":15586.546349466775,"d":"15,586.55"}}]
[null,"Cement ",null,"Bag",{"v":2.3,"d":"2.30"},{"v":535,"d":"535.00"},{"$f":"E104*F104","v":{"v":1230.5,"d":"1,230.50"}}]
[null,"Add. Wastage",null,{"v":0.05,"d":"5.00%"},null,null,{"$f":"SUM(G103:G104)*D105","v":{"v":840.8523174733388,"d":"840.85"}}]
[null,"Water",null,"1000LIT",{"v":5.5,"d":"5.50"},{"v":120,"d":"120.00"},{"$f":"E106*F106","v":{"v":660,"d":"660.00"}}]
[null," Hydro testing",null,"M",{"v":20,"d":"20.00"},{"v":20,"d":"20.00"},{"$f":"E107*F107","v":{"v":400,"d":"400.00"}}]
[null,"Rubber Ring",null,"No.",{"v":9,"d":"9.00"},{"v":25,"d":"25.00"},{"$f":"E108*F108","v":{"v":225,"d":"225.00"}}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G103:G108)","v":{"v":18942.898666940113,"d":"18,942.90"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Crane.20 T",null,1,{"v":4,"d":"4.00"},{"v":2167.32,"d":"2,167.32"},{"$f":"D113*E113*F113","v":{"v":8669.28,"d":"8,669.28"}}]
[null,"Tractor Trolley",null,1,{"v":1,"d":"1.00"},144.23,{"$f":"D114*E114*F114","v":144.23}]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G113:G114)","v":{"v":8813.51,"d":"8,813.51"}}]
[null,"Summary"]
[]
[null,"Basic Cost For 20.00 M",{"$nulls":4},{"$f":"G100+G110+G116","v":{"v":38369.56866694011,"d":"38,369.57"}}]
[null,"Basic Cost Per M",{"$nulls":4},{"$f":"ROUND(G119/20,2)","v":{"v":1918.48,"d":"1,918.48"}},null,{"$f":"G120/3.281","v":{"v":584.7241694605303,"d":"584.72"}}]
[null,"Basic Cost Per Rft",{"$nulls":4},{"$f":"ROUND(G120/3.281,2)","v":584.72}]
[null,"OverHead & Profit (10 + 15)Percentage",{"$nulls":4},{"$f":"G121*0.25","v":146.18}]
[null,"Total Cost Per RFT",{"$nulls":4},{"$f":"ROUND(SUM(G121:G122),2)","v":{"v":730.9,"d":"730.90"}}]
[{"$f":"A83","v":"Project Name….."}]
[{"$f":"A84","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"R.C.C Pipe"]
[null,"Item # 3","15\" (375mm) dia",null,null,"Unit",{"v":20,"d":"20.00"},"M"]
[null,"Item Desc.","Providing and Laying approved R.C.C Pipe manufactured using SRC conforming to ASTM C-76 Class II wall \"B\" (or relevent BS Code) in trenches upto required depth in proper alignment and gradient, including Jointing, fixing ,testing, cost of rubber rings joints etc as per drawing and in accordance with the specification. Complete in all respect as direction by the Engineer."]
[null,null,"15\" (375mm) dia"]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Supervisor",null,1,{"v":10,"d":"10.00"},169.95,{"$f":"D135*E135*F135","v":{"v":1699.5,"d":"1,699.50"}}]
[null,"Assistant Surveyor",null,1,{"v":2,"d":"2.00"},106.83,{"$f":"D136*E136*F136","v":213.66}]
[null,"Mason",null,1,{"v":8,"d":"8.00"},118.75,{"$f":"D137*E137*F137","v":{"v":950,"d":"950.00"}}]
[null,"Helper",null,2,{"v":2,"d":"2.00"},{"v":62.5,"d":"62.50"},{"$f":"D138*E138*F138","v":{"v":250,"d":"250.00"}}]
[null,"Labour ",null,12,{"v":10,"d":"10.00"},{"v":62.5,"d":"62.50"},{"$f":"D139*E139*F139","v":{"v":7500,"d":"7,500.00"}}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G135:G139)","v":{"v":10613.16,"d":"10,613.16"}}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"R.C.C Pipe  ASTM C-76 Class II wall \"B\"",null,"M",{"v":20,"d":"20.00"},{"$f":"2650/2.438","v":{"v":1086.9565217391303,"d":"1,086.96"}},{"$f":"E144*F144","v":{"v":21739.130434782604,"d":"21,739.13"}}]
[null,"Cement ",null,"Bag",2.75,{"v":535,"d":"535.00"},{"$f":"E145*F145","v":{"v":1471.25,"d":"1,471.25"}}]
[null,"Add. Wastage",null,{"v":0.05,"d":"5.00%"},null,null,{"$f":"SUM(G144:G145)*D146","v":{"v":1160.5190217391303,"d":"1,160.52"}}]
[null,"Water",null,"1000LIT",{"v":6,"d":"6.00"},{"v":120,"d":"120.00"},{"$f":"E147*F147","v":{"v":720,"d":"720.00"}}]
[null," Hydro testing",null,"M",{"v":20,"d":"20.00"},{"v":20,"d":"20.00"},{"$f":"E148*F148","v":{"v":400,"d":"400.00"}}]
[null,"Rubber Ring",null,"No.",{"v":9,"d":"9.00"},{"v":33,"d":"33.00"},{"$f":"E149*F149","v":{"v":297,"d":"297.00"}}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G144:G149)","v":{"v":25787.899456521736,"d":"25,787.90"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Crane.20 T",null,1,{"v":4,"d":"4.00"},{"v":2167.32,"d":"2,167.32"},{"$f":"D154*E154*F154","v":{"v":8669.28,"d":"8,669.28"}}]
[null,"Tractor Trolley",null,1,{"v":2,"d":"2.00"},144.23,{"$f":"D155*E155*F155","v":288.46}]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G154:G155)","v":{"v":8957.74,"d":"8,957.74"}}]
[null,"Summary"]
[]
[null,"Basic Cost For 20.00 M",{"$nulls":4},{"$f":"G141+G151+G157","v":{"v":45358.79945652173,"d":"45,358.80"}}]
[null,"Basic Cost Per M",{"$nulls":4},{"$f":"ROUND(G160/20,2)","v":{"v":2267.94,"d":"2,267.94"}},null,{"$f":"G161/3.281","v":{"v":691.2343797622676,"d":"691.23"}}]
[null,"Basic Cost Per Rft",{"$nulls":4},{"$f":"ROUND(G161/3.281,2)","v":691.23}]
[null,"OverHead & Profit (10 + 15)Percentage",{"$nulls":4},{"$f":"G162*0.25","v":{"v":172.8075,"d":"172.81"}}]
[null,"Total Cost Per RFT",{"$nulls":4},{"$f":"ROUND(SUM(G162:G163),2)","v":864.04}]
[{"$f":"A124","v":"Project Name….."}]
[{"$f":"A125","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"R.C.C Pipe"]
[null,"Item # 3","18\" (450mm) dia",null,null,"Unit",{"v":20,"d":"20.00"},"M"]
[null,"Item Desc.","Providing and Laying approved R.C.C Pipe manufactured using SRC conforming to ASTM C-76 Class II wall \"B\" (or relevent BS Code) in trenches upto required depth in proper alignment and gradient, including Jointing, fixing ,testing, cost of rubber rings joints etc as per drawing and in accordance with the specification. Complete in all respect as direction by the Engineer."]
[null,null,"18\" (450mm) dia"]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"General Forman",null,1,{"v":4,"d":"4.00"},{"v":150,"d":"150.00"},{"$f":"D176*E176*F176","v":{"v":600,"d":"600.00"}}]
[null,"Supervisor",null,1,{"v":8,"d":"8.00"},169.95,{"v":1359.6,"d":"1,359.60"}]
[null,"Assistant Surveyor",null,1,{"v":4,"d":"4.00"},106.83,427.32]
[null,"Mason",null,1,{"v":8,"d":"8.00"},118.75,{"v":950,"d":"950.00"}]
[null,"Helper",null,2,{"v":4,"d":"4.00"},{"v":62.5,"d":"62.50"},{"v":500,"d":"500.00"}]
[null,"Labour ",null,12,{"v":8,"d":"8.00"},{"v":62.5,"d":"62.50"},{"v":6000,"d":"6,000.00"}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G176:G181)","v":{"v":9836.92,"d":"9,836.92"}}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"R.C.C Pipe  ASTM C-76 Class II wall \"B\"",null,"M",{"v":20,"d":"20.00"},{"$f":"3100/2.438","v":{"v":1271.5340442986053,"d":"1,271.53"}},{"$f":"E186*F186","v":{"v":25430.680885972106,"d":"25,430.68"}}]
[null,"Cement ",null,"Bag",{"v":3,"d":"3.00"},{"v":535,"d":"535.00"},{"$f":"E187*F187","v":{"v":1605,"d":"1,605.00"}}]
[null,"Add. Wastage",null,{"v":0.05,"d":"5.00%"},null,null,{"$f":"SUM(G186:G187)*D188","v":{"v":1351.7840442986053,"d":"1,351.78"}}]
[null,"Water",null,"1000LIT",{"v":7,"d":"7.00"},{"v":120,"d":"120.00"},{"$f":"E189*F189","v":{"v":840,"d":"840.00"}}]
[null," Hydro testing",null,"M",{"v":20,"d":"20.00"},{"v":20,"d":"20.00"},{"$f":"E190*F190","v":{"v":400,"d":"400.00"}}]
[null,"Rubber Ring",null,"No.",{"v":9,"d":"9.00"},{"v":42,"d":"42.00"},{"$f":"E191*F191","v":{"v":378,"d":"378.00"}}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G186:G191)","v":{"v":30005.46493027071,"d":"30,005.46"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Crane.20 T",null,1,{"v":4,"d":"4.00"},{"v":2167.32,"d":"2,167.32"},{"$f":"D196*E196*F196","v":{"v":8669.28,"d":"8,669.28"}}]
[null,"Tractor Trolley",null,1,{"v":2,"d":"2.00"},144.23,{"$f":"D197*E197*F197","v":288.46}]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G196:G197)","v":{"v":8957.74,"d":"8,957.74"}}]
[null,"Summary"]
[]
[null,"Basic Cost For 20.00 M",{"$nulls":4},{"$f":"G183+G193+G199","v":{"v":48800.12493027071,"d":"48,800.12"}}]
[null,"Basic Cost Per M",{"$nulls":4},{"$f":"ROUND(G202/20,2)","v":{"v":2440.01,"d":"2,440.01"}},null,{"$f":"G203/3.281","v":{"v":743.6787564766839,"d":"743.68"}}]
[null,"Basic Cost Per Rft",{"$nulls":4},{"$f":"ROUND(G203/3.281,2)","v":743.68}]
[null,"OverHead & Profit (10 + 15)Percentage",{"$nulls":4},{"$f":"G204*0.25","v":185.92}]
[null,"Total Cost Per RFT",{"$nulls":4},{"$f":"ROUND(SUM(G204:G205),2)","v":{"v":929.6,"d":"929.60"}}]
[{"$f":"A165","v":"Project Name….."}]
[{"$f":"A166","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"R.C.C Pipe"]
[null,"Item # 3","21\" (525mm) dia",null,null,"Unit",{"v":20,"d":"20.00"},"M"]
[null,"Item Desc.","Providing and Laying approved R.C.C Pipe manufactured using SRC conforming to ASTM C-76 Class II wall \"B\" (or relevent BS Code) in trenches upto required depth in proper alignment and gradient, including Jointing, fixing ,testing, cost of rubber rings joints etc as per drawing and in accordance with the specification. Complete in all respect as direction by the Engineer."]
[null,null,"21\" (525mm) dia"]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"General Forman",null,1,{"v":4,"d":"4.00"},{"v":150,"d":"150.00"},{"$f":"D218*E218*F218","v":{"v":600,"d":"600.00"}}]
[null,"Supervisor",null,1,{"v":8,"d":"8.00"},169.95,{"v":1359.6,"d":"1,359.60"}]
[null,"Assistant Surveyor",null,1,{"v":4,"d":"4.00"},106.83,427.32]
[null,"Mason",null,1,{"v":8,"d":"8.00"},118.75,{"v":950,"d":"950.00"}]
[null,"Helper",null,2,{"v":4,"d":"4.00"},{"v":62.5,"d":"62.50"},{"v":500,"d":"500.00"}]
[null,"Labour ",null,12,{"v":8,"d":"8.00"},{"v":62.5,"d":"62.50"},{"v":6000,"d":"6,000.00"}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G218:G223)","v":{"v":9836.92,"d":"9,836.92"}}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"R.C.C Pipe  ASTM C-76 Class II wall \"B\"",null,"M",{"v":20,"d":"20.00"},{"$f":"3550/2.438","v":{"v":1456.1115668580803,"d":"1,456.11"}},{"$f":"E228*F228","v":{"v":29122.231337161607,"d":"29,122.23"}}]
[null,"Cement ",null,"Bag",{"v":3.5,"d":"3.50"},{"v":535,"d":"535.00"},{"$f":"E229*F229","v":{"v":1872.5,"d":"1,872.50"}}]
[null,"Add. Wastage",null,{"v":0.05,"d":"5.00%"},null,null,{"$f":"SUM(G228:G229)*D230","v":{"v":1549.7365668580806,"d":"1,549.74"}}]
[null,"Water",null,"1000LIT",{"v":7,"d":"7.00"},{"v":120,"d":"120.00"},{"$f":"E231*F231","v":{"v":840,"d":"840.00"}}]
[null," Hydro testing",null,"M",{"v":20,"d":"20.00"},{"v":20,"d":"20.00"},{"$f":"E232*F232","v":{"v":400,"d":"400.00"}}]
[null,"Rubber Ring",null,"No.",{"v":9,"d":"9.00"},{"v":60,"d":"60.00"},{"$f":"E233*F233","v":{"v":540,"d":"540.00"}}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G228:G233)","v":{"v":34324.467904019686,"d":"34,324.47"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Crane.20 T",null,1,{"v":4,"d":"4.00"},{"v":2167.32,"d":"2,167.32"},{"$f":"D238*E238*F238","v":{"v":8669.28,"d":"8,669.28"}}]
[null,"Tractor Trolley",null,1,{"v":2,"d":"2.00"},144.23,{"$f":"D239*E239*F239","v":288.46}]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G238:G239)","v":{"v":8957.74,"d":"8,957.74"}}]
[null,"Summary"]
[]
[null,"Basic Cost For 20.00 M",{"$nulls":4},{"$f":"G225+G235+G241","v":{"v":53119.12790401968,"d":"53,119.13"}}]
[null,"Basic Cost Per M",{"$nulls":4},{"$f":"ROUND(G244/20,2)","v":{"v":2655.96,"d":"2,655.96"}},null,{"$f":"G245/3.281","v":{"v":809.4971045412983,"d":"809.50"}}]
[null,"Basic Cost Per Rft",{"$nulls":4},{"$f":"ROUND(G245/3.281,2)","v":{"v":809.5,"d":"809.50"}}]
[null,"OverHead & Profit (10 + 15)Percentage",{"$nulls":4},{"$f":"G246*0.25","v":{"v":202.375,"d":"202.38"}}]
[null,"Total Cost Per RFT",{"$nulls":4},{"$f":"ROUND(SUM(G246:G247),2)","v":{"v":1011.88,"d":"1,011.88"}}]
[{"$f":"A207","v":"Project Name….."}]
[{"$f":"A208","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"R.C.C Pipe"]
[null,"Item # 3","24\" (600mm) dia",null,null,"Unit",{"v":22,"d":"22.00"},"M"]
[null,"Item Desc.","Providing and Laying approved R.C.C Pipe manufactured using SRC conforming to ASTM C-76 Class II wall \"B\" (or relevent BS Code) in trenches upto required depth in proper alignment and gradient, including Jointing, fixing ,testing, cost of rubber rings joints etc as per drawing and in accordance with the specification. Complete in all respect as direction by the Engineer."]
[null,null,"24\" (600mm) dia"]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"General Forman",null,1,{"v":4,"d":"4.00"},{"v":150,"d":"150.00"},{"$f":"D260*E260*F260","v":{"v":600,"d":"600.00"}}]
[null,"Supervisor",null,1,{"v":8,"d":"8.00"},169.95,{"v":1359.6,"d":"1,359.60"}]
[null,"Assistant Surveyor",null,1,{"v":4,"d":"4.00"},106.83,427.32]
[null,"Mason",null,1,{"v":8,"d":"8.00"},118.75,{"v":950,"d":"950.00"}]
[null,"Helper",null,2,{"v":4,"d":"4.00"},{"v":62.5,"d":"62.50"},{"v":500,"d":"500.00"}]
[null,"Labour ",null,15,{"v":8,"d":"8.00"},{"v":62.5,"d":"62.50"},{"v":7500,"d":"7,500.00"}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G260:G265)","v":{"v":11336.92,"d":"11,336.92"}}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"R.C.C Pipe  ASTM C-76 Class II wall \"B\"",null,"M",{"v":20,"d":"20.00"},{"$f":"4300/2.438","v":{"v":1763.7407711238718,"d":"1,763.74"}},{"$f":"E270*F270","v":{"v":35274.81542247743,"d":"35,274.82"}}]
[null,"Cement ",null,"Bag",{"v":4,"d":"4.00"},{"v":535,"d":"535.00"},{"$f":"E271*F271","v":{"v":2140,"d":"2,140.00"}}]
[null,"Add. Wastage",null,{"v":0.05,"d":"5.00%"},null,null,{"$f":"SUM(G270:G271)*D272","v":{"v":1870.7407711238718,"d":"1,870.74"}}]
[null,"Water",null,"1000LIT",{"v":10.5,"d":"10.50"},{"v":120,"d":"120.00"},{"$f":"E273*F273","v":{"v":1260,"d":"1,260.00"}}]
[null," Hydro testing",null,"M",{"v":20,"d":"20.00"},{"v":20,"d":"20.00"},{"$f":"E274*F274","v":{"v":400,"d":"400.00"}}]
[null,"Rubber Ring",null,"No.",{"v":10,"d":"10.00"},{"v":70,"d":"70.00"},{"$f":"E275*F275","v":{"v":700,"d":"700.00"}}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G270:G275)","v":{"v":41645.556193601304,"d":"41,645.56"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Crane.20 T",null,1,{"v":4,"d":"4.00"},{"v":2167.32,"d":"2,167.32"},{"$f":"D280*E280*F280","v":{"v":8669.28,"d":"8,669.28"}}]
[null,"Tractor Trolley",null,1,{"v":3,"d":"3.00"},144.23,{"$f":"D281*E281*F281","v":{"v":432.68999999999994,"d":"432.69"}}]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G280:G281)","v":{"v":9101.970000000001,"d":"9,101.97"}}]
[null,"Summary"]
[]
[null,"Basic Cost For 22.00 M",{"$nulls":4},{"$f":"G267+G277+G283","v":{"v":62084.4461936013,"d":"62,084.45"}}]
[null,"Basic Cost Per M",{"$nulls":4},{"$f":"ROUND(G286/22,2)","v":{"v":2822.02,"d":"2,822.02"}},null,{"$f":"G287/3.281","v":{"v":860.1097226455348,"d":"860.11"}}]
[null,"Basic Cost Per Rft",{"$nulls":4},{"$f":"ROUND(G287/3.281,2)","v":860.11}]
[null,"OverHead & Profit (10 + 15)Percentage",{"$nulls":4},{"$f":"G288*0.25","v":{"v":215.0275,"d":"215.03"}}]
[null,"Total Cost Per RFT",{"$nulls":4},{"$f":"ROUND(SUM(G288:G289),2)","v":{"v":1075.14,"d":"1,075.14"}}]
[{"$f":"A249","v":"Project Name….."}]
[{"$f":"A250","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"R.C.C Pipe"]
[null,"Item # 3","27\" (675mm) dia",null,null,"Unit",{"v":22,"d":"22.00"},"M"]
[null,"Item Desc.","Providing and Laying approved R.C.C Pipe manufactured using SRC conforming to ASTM C-76 Class II wall \"B\" (or relevent BS Code) in trenches upto required depth in proper alignment and gradient, including Jointing, fixing ,testing, cost of rubber rings joints etc as per drawing and in accordance with the specification. Complete in all respect as direction by the Engineer."]
[null,null,"27\" (675mm) dia"]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Site Engineer",null,1,{"v":2,"d":"2.00"},267.07,{"$f":"D302*E302*F302","v":534.14}]
[null,"General Forman",null,1,{"v":4,"d":"4.00"},{"v":150,"d":"150.00"},{"v":600,"d":"600.00"}]
[null,"Supervisor",null,1,{"v":8,"d":"8.00"},169.95,{"v":1359.6,"d":"1,359.60"}]
[null,"Assistant Surveyor",null,1,{"v":4,"d":"4.00"},106.83,427.32]
[null,"Mason",null,1,{"v":8,"d":"8.00"},118.75,{"v":950,"d":"950.00"}]
[null,"Helper",null,2,{"v":4,"d":"4.00"},{"v":62.5,"d":"62.50"},{"v":500,"d":"500.00"}]
[null,"Labour ",null,17,{"v":8,"d":"8.00"},{"v":62.5,"d":"62.50"},{"v":8500,"d":"8,500.00"}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G302:G308)","v":{"v":12871.06,"d":"12,871.06"}}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"R.C.C Pipe  ASTM C-76 Class II wall \"B\"",null,"M",{"v":20,"d":"20.00"},{"$f":"6000/2.438","v":{"v":2461.033634126333,"d":"2,461.03"}},{"$f":"E313*F313","v":{"v":49220.67268252665,"d":"49,220.67"}}]
[null,"Cement ",null,"Bag",{"v":5,"d":"5.00"},{"v":535,"d":"535.00"},{"$f":"E314*F314","v":{"v":2675,"d":"2,675.00"}}]
[null,"Add. Wastage",null,{"v":0.05,"d":"5.00%"},null,null,{"$f":"SUM(G313:G314)*D315","v":{"v":2594.783634126333,"d":"2,594.78"}}]
[null,"Water",null,"1000LIT",{"v":12.5,"d":"12.50"},{"v":120,"d":"120.00"},{"$f":"E316*F316","v":{"v":1500,"d":"1,500.00"}}]
[null," Hydro testing",null,"M",{"v":20,"d":"20.00"},{"v":20,"d":"20.00"},{"$f":"E317*F317","v":{"v":400,"d":"400.00"}}]
[null,"Rubber Ring",null,"No.",{"v":10,"d":"10.00"},{"v":81,"d":"81.00"},{"$f":"E318*F318","v":{"v":810,"d":"810.00"}}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G313:G318)","v":{"v":57200.456316652984,"d":"57,200.46"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Crane.20 T",null,1,{"v":4,"d":"4.00"},{"v":2167.32,"d":"2,167.32"},{"$f":"D323*E323*F323","v":{"v":8669.28,"d":"8,669.28"}}]
[null,"Tractor Trolley",null,1,{"v":3,"d":"3.00"},144.23,{"$f":"D324*E324*F324","v":{"v":432.68999999999994,"d":"432.69"}}]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G323:G324)","v":{"v":9101.970000000001,"d":"9,101.97"}}]
[null,"Summary"]
[]
[null,"Basic Cost For 22.00 M",{"$nulls":4},{"$f":"G310+G320+G326","v":{"v":79173.48631665298,"d":"79,173.49"}}]
[null,"Basic Cost Per M",{"$nulls":4},{"$f":"ROUND(G329/22,2)","v":{"v":3598.79,"d":"3,598.79"}},null,{"$f":"G330/3.281","v":{"v":1096.857665345931,"d":"1,096.86"}}]
[null,"Basic Cost Per Rft",{"$nulls":4},{"$f":"ROUND(G330/3.281,2)","v":{"v":1096.86,"d":"1,096.86"}}]
[null,"OverHead & Profit (10 + 15)Percentage",{"$nulls":4},{"$f":"G331*0.25","v":{"v":274.215,"d":"274.22"}}]
[null,"Total Cost Per RFT",{"$nulls":4},{"$f":"ROUND(SUM(G331:G332),2)","v":{"v":1371.08,"d":"1,371.08"}}]
[{"$f":"A291","v":"Project Name….."}]
[{"$f":"A292","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"R.C.C Pipe"]
[null,"Item # 3","36\" (762mm) dia",null,null,"Unit",{"v":22,"d":"22.00"},"M"]
[null,"Item Desc.","Providing and Laying approved R.C.C Pipe manufactured using SRC conforming to ASTM C-76 Class II wall \"B\" (or relevent BS Code) in trenches upto required depth in proper alignment and gradient, including Jointing, fixing ,testing, cost of rubber rings joints etc as per drawing and in accordance with the specification. Complete in all respect as direction by the Engineer."]
[null,null,"36\" (762mm) dia"]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Site Engineer",null,1,{"v":2,"d":"2.00"},267.07,{"$f":"D345*E345*F345","v":534.14}]
[null,"General Forman",null,1,{"v":4,"d":"4.00"},{"v":150,"d":"150.00"},{"v":600,"d":"600.00"}]
[null,"Supervisor",null,1,{"v":8,"d":"8.00"},169.95,{"v":1359.6,"d":"1,359.60"}]
[null,"Assistant Surveyor",null,1,{"v":4,"d":"4.00"},106.83,427.32]
[null,"Mason",null,1,{"v":8,"d":"8.00"},118.75,{"v":950,"d":"950.00"}]
[null,"Helper",null,2,{"v":4,"d":"4.00"},{"v":62.5,"d":"62.50"},{"v":500,"d":"500.00"}]
[null,"Labour ",null,17,{"v":8,"d":"8.00"},{"v":62.5,"d":"62.50"},{"v":8500,"d":"8,500.00"}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G345:G351)","v":{"v":12871.06,"d":"12,871.06"}}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"R.C.C Pipe  ASTM C-76 Class II wall \"B\"",null,"M",{"v":20,"d":"20.00"},{"$f":"10200/2.438","v":{"v":4183.7571780147655,"d":"4,183.76"}},{"$f":"E356*F356","v":{"v":83675.14356029531,"d":"83,675.14"}}]
[null,"Cement ",null,"Bag",{"v":5,"d":"5.00"},{"v":535,"d":"535.00"},{"$f":"E357*F357","v":{"v":2675,"d":"2,675.00"}}]
[null,"Add. Wastage",null,{"v":0.05,"d":"5.00%"},null,null,{"$f":"SUM(G356:G357)*D358","v":{"v":4317.5071780147655,"d":"4,317.51"}}]
[null,"Water",null,"1000LIT",{"v":12.5,"d":"12.50"},{"v":120,"d":"120.00"},{"$f":"E359*F359","v":{"v":1500,"d":"1,500.00"}}]
[null," Hydro testing",null,"M",{"v":20,"d":"20.00"},{"v":20,"d":"20.00"},{"$f":"E360*F360","v":{"v":400,"d":"400.00"}}]
[null,"Rubber Ring",null,"No.",{"v":10,"d":"10.00"},{"v":81,"d":"81.00"},{"$f":"E361*F361","v":{"v":810,"d":"810.00"}}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G356:G361)","v":{"v":93377.65073831008,"d":"93,377.65"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Crane.20 T",null,1,{"v":4,"d":"4.00"},{"v":2167.32,"d":"2,167.32"},{"$f":"D366*E366*F366","v":{"v":8669.28,"d":"8,669.28"}}]
[null,"Tractor Trolley",null,1,{"v":3,"d":"3.00"},144.23,{"$f":"D367*E367*F367","v":{"v":432.68999999999994,"d":"432.69"}}]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G366:G367)","v":{"v":9101.970000000001,"d":"9,101.97"}}]
[null,"Summary"]
[]
[null,"Basic Cost For 22.00 M",{"$nulls":4},{"$f":"G353+G363+G369","v":{"v":115350.68073831008,"d":"115,350.68"}}]
[null,"Basic Cost Per M",{"$nulls":4},{"$f":"ROUND(G372/22,2)","v":{"v":5243.21,"d":"5,243.21"}},null,{"$f":"G373/3.281","v":{"v":1598.0524230417554,"d":"1,598.05"}}]
[null,"Basic Cost Per Rft",{"$nulls":4},{"$f":"ROUND(G373/3.281,2)","v":{"v":1598.05,"d":"1,598.05"}}]
[null,"OverHead & Profit (10 + 15)Percentage",{"$nulls":4},{"$f":"G374*0.25","v":{"v":399.5125,"d":"399.51"}}]
[null,"Total Cost Per RFT",{"$nulls":4},{"$f":"ROUND(SUM(G374:G375),2)","v":{"v":1997.56,"d":"1,997.56"}}]

{"sheet":"Water Supply","index":30,"n_rows":280,"n_cols":11,"rows_kept":280,"merged":[[6,2,6,5],[18,3,18,5],[19,1,19,2],[19,3,19,5],[20,3,20,5],[21,3,21,5],[42,2,42,5],[54,3,54,5],[55,1,55,2],[55,3,55,5],[56,3,56,5],[57,3,57,5],[78,2,78,5],[90,3,90,5],[91,1,91,2],[91,3,91,5],[92,3,92,5],[93,3,93,5],[114,2,114,5],[126,3,126,5],[127,1,127,2],[127,3,127,5],[128,3,128,5],[129,3,129,5],[150,2,150,5],[162,3,162,5],[163,1,163,2],[163,3,163,5],[164,3,164,5],[165,3,165,5],[186,2,186,5],[198,3,198,5],[199,1,199,2],[199,3,199,5],[200,3,200,5],[201,3,201,5],[222,2,222,6],[254,2,254,6]]}
[{"$f":"A37","v":"Project Name….."}]
[{"$f":"A38","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null," Water Supply Pipe"]
[null,"Item # 3","3/4\" dia (20 mm)",null,null,"Unit",{"$f":"100/3.281","v":{"v":30.478512648582747,"d":"30.48"}},"RM"]
[null,"Item Desc.","Providing and laying approved class uPVC PE Pipe or equivalent in trenches  up-to required depth proper aligments and gradient, including all types of fittings (socket, tee, elbow, reducing socket etc.) jointing, fixing, testing, cost of Z jointing with rubber rings etc, as per drawings and in accordance with the specification. Complete in all respect as directed by the Engineer."]
[null,null,"a. 3/4\" dia (20 mm)"]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Plumber",null,1,{"v":5,"d":"5.00"},{"v":125,"d":"125.00"},{"$f":"D12*E12*F12","v":{"v":625,"d":"625.00"}}]
[null,"Helper",null,2,{"v":5,"d":"5.00"},{"v":62.5,"d":"62.50"},{"$f":"D13*E13*F13","v":{"v":625,"d":"625.00"}}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G12:G13)","v":{"v":1250,"d":"1,250.00"}}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"Upvc Pipe Class C",null,"RM",30.48,{"$f":"49","v":{"v":49,"d":"49.00"}},{"$f":"E18*F18","v":{"v":1493.52,"d":"1,493.52"}}]
[null,"Fittings "]
[null,"(socket , tee, elbow , reducing socket etc ) ",null,{"v":0.2,"d":"20%"},null,null,{"$f":"D20*G18","v":{"v":298.704,"d":"298.70"}}]
[null,"Cartage of material",null,"LUMSUM",null,null,{"v":100,"d":"100.00"}]
[null,"Wastage",null,{"v":0.03,"d":"3%"},null,null,{"$f":"(G18+G20)*D22","v":{"v":53.76672,"d":"53.77"}}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G18:G22)","v":{"v":1945.99072,"d":"1,945.99"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G27:G27)","v":0}]
[null,"Summary"]
[]
[null,"Basic Cost For 328.10 RM ",{"$nulls":4},{"$f":"G15+G24+G29","v":{"v":3195.99072,"d":"3,195.99"}}]
[null,"Basic Cost Per RM",{"$nulls":4},{"$f":"G32/30.48","v":{"v":104.85533858267716,"d":"104.86"}}]
[null,"Basic Cost Per Rft",{"$nulls":4},{"$f":"G33/3.281","v":{"v":31.958347632635526,"d":"31.96"}}]
[null,"Overhead & Profit (10 + 15)Percentage",{"$nulls":4},{"$f":"G34*0.25","v":{"v":7.9895869081588815,"d":"7.99"}}]
[null,"Total Cost PerRft",{"$nulls":4},{"$f":"ROUND(SUM(G34:G35),2)","v":39.95}]
[{"$f":"'Prime Coat'!A1","v":"Project Name….."}]
[{"$f":"'Prime Coat'!A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null," Water Supply Pipe"]
[null,"Item # 3","2\" dia (50 mm)",null,null,"Unit",{"$f":"100/3.281","v":{"v":30.478512648582747,"d":"30.48"}},"RM"]
[null,"Item Desc.","Providing and laying approved class uPVC PE Pipe or equivalent in trenches  up-to required depth proper aligments and gradient, including all types of fittings (socket, tee, elbow, reducing socket etc.) jointing, fixing, testing, cost of Z jointing with rubber rings etc, as per drawings and in accordance with the specification. Complete in all respect as directed by the Engineer."]
[null,null,"a.2\" dia (50 mm)"]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Plumber",null,1,{"v":5,"d":"5.00"},{"v":125,"d":"125.00"},{"$f":"D48*E48*F48","v":{"v":625,"d":"625.00"}}]
[null,"Helper",null,2,{"v":5,"d":"5.00"},{"v":62.5,"d":"62.50"},{"$f":"D49*E49*F49","v":{"v":625,"d":"625.00"}}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G48:G49)","v":{"v":1250,"d":"1,250.00"}}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"Upvc Pipe Class C",null,"RM",30.48,{"$f":"299/63*50","v":{"v":237.3015873015873,"d":"237.30"}},{"$f":"E54*F54","v":{"v":7232.952380952381,"d":"7,232.95"}}]
[null,"Fittings "]
[null,"(socket , tee, elbow , reducing socket etc ) ",null,{"v":0.2,"d":"20%"},null,null,{"$f":"D56*G54","v":{"v":1446.5904761904762,"d":"1,446.59"}}]
[null,"Cartage of material",null,"LUMSUM",null,null,{"v":100,"d":"100.00"}]
[null,"Wastage",null,{"v":0.03,"d":"3%"},null,null,{"$f":"(G54+G56)*D58","v":{"v":260.3862857142857,"d":"260.39"}}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G54:G58)","v":{"v":9039.929142857141,"d":"9,039.93"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G63:G63)","v":0}]
[null,"Summary"]
[]
[null,"Basic Cost For 328.10 RM ",{"$nulls":4},{"$f":"G51+G60+G65","v":{"v":10289.929142857141,"d":"10,289.93"}}]
[null,"Basic Cost Per RM",{"$nulls":4},{"$f":"G68/30.48","v":{"v":337.596100487439,"d":"337.60"}}]
[null,"Basic Cost Per Rft",{"$nulls":4},{"$f":"G69/3.281","v":{"v":102.89427018818623,"d":"102.89"}}]
[null,"Overhead & Profit (10 + 15)Percentage",{"$nulls":4},{"$f":"G70*0.25","v":{"v":25.723567547046557,"d":"25.72"}}]
[null,"Total Cost PerRft",{"$nulls":4},{"$f":"ROUND(SUM(G70:G71),2)","v":128.62}]
[{"$f":"A37","v":"Project Name….."}]
[{"$f":"A38","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null," Water Supply Pipe"]
[null,"Item # 3","3\" dia (75 mm)",null,null,"Unit",{"$f":"100/3.281","v":{"v":30.478512648582747,"d":"30.48"}},"RM"]
[null,"Item Desc.","Providing and laying approved class uPVC PE Pipe or equivalent in trenches  up-to required depth proper aligments and gradient, including all types of fittings (socket, tee, elbow, reducing socket etc.) jointing, fixing, testing, cost of Z jointing with rubber rings etc, as per drawings and in accordance with the specification. Complete in all respect as directed by the Engineer."]
[null,null,"a.3\" dia (75 mm)"]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Plumber",null,1,{"v":5,"d":"5.00"},{"v":125,"d":"125.00"},{"$f":"D84*E84*F84","v":{"v":625,"d":"625.00"}}]
[null,"Helper",null,2,{"v":5,"d":"5.00"},{"v":62.5,"d":"62.50"},{"$f":"D85*E85*F85","v":{"v":625,"d":"625.00"}}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G84:G85)","v":{"v":1250,"d":"1,250.00"}}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"Upvc Pipe Class C",null,"RM",30.48,{"$f":"608/90*75","v":{"v":506.6666666666667,"d":"506.67"}},{"$f":"E90*F90","v":{"v":15443.2,"d":"15,443.20"}}]
[null,"Fittings "]
[null,"(socket , tee, elbow , reducing socket etc ) ",null,{"v":0.2,"d":"20%"},null,null,{"$f":"D92*G90","v":{"v":3088.6400000000003,"d":"3,088.64"}}]
[null,"Cartage of material",null,"LUMSUM",null,null,{"v":100,"d":"100.00"}]
[null,"Wastage",null,{"v":0.03,"d":"3%"},null,null,{"$f":"(G90+G92)*D94","v":{"v":555.9552,"d":"555.96"}}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G90:G94)","v":{"v":19187.7952,"d":"19,187.80"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G99:G99)","v":0}]
[null,"Summary"]
[]
[null,"Basic Cost For 328.10 RM ",{"$nulls":4},{"$f":"G87+G96+G101","v":{"v":20437.7952,"d":"20,437.80"}}]
[null,"Basic Cost Per RM",{"$nulls":4},{"$f":"G104/30.48","v":{"v":670.5313385826772,"d":"670.53"}}]
[null,"Basic Cost Per Rft",{"$nulls":4},{"$f":"G105/3.281","v":{"v":204.36797884263248,"d":"204.37"}}]
[null,"Overhead & Profit (10 + 15)Percentage",{"$nulls":4},{"$f":"G106*0.25","v":{"v":51.09199471065812,"d":"51.09"}}]
[null,"Total Cost PerRft",{"$nulls":4},{"$f":"ROUND(SUM(G106:G107),2)","v":255.46}]
[{"$f":"A37","v":"Project Name….."}]
[{"$f":"A38","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null," Water Supply Pipe"]
[null,"Item # 3","4\" dia (100 mm)",null,null,"Unit",{"$f":"100/3.281","v":{"v":30.478512648582747,"d":"30.48"}},"RM"]
[null,"Item Desc.","Providing and laying approved class uPVC PE Pipe or equivalent in trenches  up-to required depth proper aligments and gradient, including all types of fittings (socket, tee, elbow, reducing socket etc.) jointing, fixing, testing, cost of Z jointing with rubber rings etc, as per drawings and in accordance with the specification. Complete in all respect as directed by the Engineer."]
[null,null,"a. 4\" dia (100 mm)"]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Plumber",null,1,{"v":5,"d":"5.00"},{"v":125,"d":"125.00"},{"$f":"D120*E120*F120","v":{"v":625,"d":"625.00"}}]
[null,"Helper",null,2,{"v":5,"d":"5.00"},{"v":62.5,"d":"62.50"},{"$f":"D121*E121*F121","v":{"v":625,"d":"625.00"}}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G120:G121)","v":{"v":1250,"d":"1,250.00"}}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"Upvc Pipe Class C",null,"RM",30.48,{"v":904,"d":"904.00"},{"$f":"E126*F126","v":{"v":27553.920000000002,"d":"27,553.92"}}]
[null,"Fittings "]
[null,"(socket , tee, elbow , reducing socket etc ) ",null,{"v":0.2,"d":"20%"},null,null,{"$f":"D128*G126","v":{"v":5510.784000000001,"d":"5,510.78"}}]
[null,"Cartage of material",null,"LUMSUM",null,null,{"v":100,"d":"100.00"}]
[null,"Wastage",null,{"v":0.03,"d":"3%"},null,null,{"$f":"(G126+G128)*D130","v":{"v":991.9411200000001,"d":"991.94"}}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G126:G130)","v":{"v":34156.64512000001,"d":"34,156.65"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G135:G135)","v":0}]
[null,"Summary"]
[]
[null,"Basic Cost For 328.10 RM ",{"$nulls":4},{"$f":"G123+G132+G137","v":{"v":35406.64512000001,"d":"35,406.65"}}]
[null,"Basic Cost Per RM",{"$nulls":4},{"$f":"G140/30.48","v":{"v":1161.6353385826774,"d":"1,161.64"}}]
[null,"Basic Cost Per Rft",{"$nulls":4},{"$f":"G141/3.281","v":{"v":354.04917360032834,"d":"354.05"}}]
[null,"Overhead & Profit (10 + 15)Percentage",{"$nulls":4},{"$f":"G142*0.25","v":{"v":88.51229340008209,"d":"88.51"}}]
[null,"Total Cost PerRft",{"$nulls":4},{"$f":"ROUND(SUM(G142:G143),2)","v":442.56}]
[{"$f":"A37","v":"Project Name….."}]
[{"$f":"A38","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null," Water Supply Pipe"]
[null,"Item # 3","6\" dia (150 mm)",null,null,"Unit",{"$f":"100/3.281","v":{"v":30.478512648582747,"d":"30.48"}},"RM"]
[null,"Item Desc.","Providing and laying approved class uPVC PE Pipe or equivalent in trenches  up-to required depth proper aligments and gradient, including all types of fittings (socket, tee, elbow, reducing socket etc.) jointing, fixing, testing, cost of Z jointing with rubber rings etc, as per drawings and in accordance with the specification. Complete in all respect as directed by the Engineer."]
[null,null,"a. 6\" dia (150 mm)"]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Plumber",null,1,{"v":4,"d":"4.00"},{"v":125,"d":"125.00"},{"$f":"D156*E156*F156","v":{"v":500,"d":"500.00"}}]
[null,"Helper",null,4,{"v":4,"d":"4.00"},{"v":62.5,"d":"62.50"},{"$f":"D157*E157*F157","v":{"v":1000,"d":"1,000.00"}}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G156:G157)","v":{"v":1500,"d":"1,500.00"}}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"Upvc Pipe Class C",null,"RM",30.48,{"v":1892,"d":"1,892.00"},{"$f":"E162*F162","v":{"v":57668.16,"d":"57,668.16"}}]
[null,"Fittings "]
[null,"(socket , tee, elbow , reducing socket etc ) ",null,{"v":0.2,"d":"20%"},null,null,{"$f":"D164*G162","v":{"v":11533.632000000001,"d":"11,533.63"}}]
[null,"Cartage of material",null,"LUMSUM",null,null,{"v":100,"d":"100.00"}]
[null,"Wastage",null,{"v":0.03,"d":"3%"},null,null,{"$f":"(G162+G164)*D166","v":{"v":2076.05376,"d":"2,076.05"}}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G162:G166)","v":{"v":71377.84576,"d":"71,377.85"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G171:G171)","v":0}]
[null,"Summary"]
[]
[null,"Basic Cost For 328.10 RM ",{"$nulls":4},{"$f":"G159+G168+G173","v":{"v":72877.84576,"d":"72,877.85"}}]
[null,"Basic Cost Per RM",{"$nulls":4},{"$f":"ROUND(G176/30.48,2)","v":{"v":2391.01,"d":"2,391.01"}}]
[null,"Basic Cost Per Rft",{"$nulls":4},{"$f":"G177/3.281","v":{"v":728.7442852788785,"d":"728.74"}}]
[null,"Overhead & Profit (10 + 15)Percentage",{"$nulls":4},{"$f":"G178*0.25","v":{"v":182.18607131971962,"d":"182.19"}}]
[null,"Total Cost Per Rft",{"$nulls":4},{"$f":"ROUND(SUM(G178:G179),2)","v":910.93}]
[{"$f":"A145","v":"Project Name….."}]
[{"$f":"A146","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null," Water Supply Pipe"]
[null,"Item # 3","8\" dia (200 mm)",null,null,"Unit",{"$f":"100/3.281","v":{"v":30.478512648582747,"d":"30.48"}},"RM"]
[null,"Item Desc.","Providing and laying approved class uPVC PE Pipe or equivalent in trenches  up-to required depth proper aligments and gradient, including all types of fittings (socket, tee, elbow, reducing socket etc.) jointing, fixing, testing, cost of Z jointing with rubber rings etc, as per drawings and in accordance with the specification. Complete in all respect as directed by the Engineer."]
[null,null,"a. 8\" dia (200 mm)"]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[null,"Plumber",null,1,{"v":4,"d":"4.00"},{"v":125,"d":"125.00"},{"$f":"D192*E192*F192","v":{"v":500,"d":"500.00"}}]
[null,"Helper",null,4,{"v":4,"d":"4.00"},{"v":62.5,"d":"62.50"},{"$f":"D193*E193*F193","v":{"v":1000,"d":"1,000.00"}}]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G192:G193)","v":{"v":1500,"d":"1,500.00"}}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"Upvc Pipe Class C",null,"RM",30.48,{"$f":"1892/160*200","v":{"v":2365,"d":"2,365.00"}},{"$f":"E198*F198","v":{"v":72085.2,"d":"72,085.20"}}]
[null,"Fittings "]
[null,"(socket , tee, elbow , reducing socket etc ) ",null,{"v":0.2,"d":"20%"},null,null,{"$f":"D200*G198","v":{"v":14417.04,"d":"14,417.04"}}]
[null,"Cartage of material",null,"LUMSUM",null,null,{"v":100,"d":"100.00"}]
[null,"Wastage",null,{"v":0.03,"d":"3%"},null,null,{"$f":"(G198+G200)*D202","v":{"v":2595.0671999999995,"d":"2,595.07"}}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G198:G202)","v":{"v":89197.3072,"d":"89,197.31"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G207:G207)","v":0}]
[null,"Summary"]
[]
[null,"Basic Cost For 328.10 RM ",{"$nulls":4},{"$f":"G195+G204+G209","v":{"v":90697.3072,"d":"90,697.31"}}]
[null,"Basic Cost Per RM",{"$nulls":4},{"$f":"ROUND(G212/30.48,2)","v":{"v":2975.63,"d":"2,975.63"}}]
[null,"Basic Cost Per Rft",{"$nulls":4},{"$f":"G213/3.281","v":{"v":906.9277659250229,"d":"906.93"}}]
[null,"Overhead & Profit (10 + 15)Percentage",{"$nulls":4},{"$f":"G214*0.25","v":{"v":226.73194148125572,"d":"226.73"}}]
[null,"Total Cost Per Rft",{"$nulls":4},{"$f":"ROUND(SUM(G214:G215),2)","v":{"v":1133.66,"d":"1,133.66"}}]
[{"$f":"A181","v":"Project Name….."}]
[{"$f":"A182","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"Tube well"]
[null,"Item ",{"$nulls":3},"Unit",{"v":1,"d":"1.00"},"No"]
[null,"Item Desc.","Providing all labour Tools, Plants and materials to construct 2 (two) nos. Tube well, work consisting mechanical boring 300 to 400 feet deep (or as required after hydrogeological investifation), having capacity of 1.5 cusescs each. 16\" dia boring, PVC encasing Class \"D\" with strainer, including the Cost of Submersible pump (Grandfos or equivalent) capacity 1.5 cusecs each with all accessories (Valves, piping etc.), construction of Electric and Control Room, including electrical panel, as per drawings and in accordance with the specifications. Complete in all respect as directed by the Engineer.",{"$nulls":7},{"$f":"3400-900","v":2500}]
[]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G228:G228)","v":0}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"Tube well With out Civil Works",null,"No",{"$f":"+G222","v":{"v":1,"d":"1.00"}},{"v":1794360,"d":"1,794,360.00"},{"$f":"E233*F233","v":{"v":1794360,"d":"1,794,360.00"}}]
[null,"construction of Tube well Room",null,"No",{"$f":"+E233","v":{"v":1,"d":"1.00"}},{"v":1300000,"d":"1,300,000.00"},{"$f":"E234*F234","v":{"v":1300000,"d":"1,300,000.00"}}]
[null,"Testing of soil investigation/Bore Log",null,"No",{"$f":"+E234","v":{"v":1,"d":"1.00"}},{"v":100000,"d":"100,000.00"},{"$f":"E235*F235","v":{"v":100000,"d":"100,000.00"}}]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G233:G235)","v":{"v":3194360,"d":"3,194,360.00"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G240:G240)","v":0}]
[null,"Summary"]
[]
[null,"Basic Cost For 2 No.",{"$nulls":4},{"$f":"G230+G237+G242","v":{"v":3194360,"d":"3,194,360.00"}}]
[null,"Basic Cost Per No",{"$nulls":4},{"$f":"ROUND(G245/2,2)","v":{"v":1597180,"d":"1,597,180.00"}}]
[null,"Overhead & Profit (10 + 15)Percentage",{"$nulls":4},{"$f":"G246*0.25","v":{"v":399295,"d":"399,295.00"}}]
[null,"Total Cost Per No.",{"$nulls":4},{"$f":"ROUND(SUM(G246:G247),2)","v":{"v":1996475,"d":"1,996,475.00"}}]
[{"$f":"A217","v":"Project Name….."}]
[{"$f":"A218","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"Potable Water Supply"]
[null,"Item # 7","OHWT",null,null,"Unit",{"v":1,"d":"1.00"},"No"]
[null,"Item Desc.","Providing all labour Tools, Plants and materials to construct Over Head Tank of Capacity 100,000 Imperial gallons, works include, excavation, backfilling, disposal dewatering, shoring etc. Building structure concrete of various strengths, reinforcing steel, water proofing agents, using fair face form work fixing and removing, all types of finishing works, plaster flooring, door windows, structural works such as spiral stairs and platform, making and fixing sleeves, making provision of mechanical and electrical works, as per drawings and in accordance with the specifications. Complete in all respect as directed by the Engineer."]
[]
[]
["A","Manpower"]
[null,"Description",null,"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[]
[]
[null,"Total  Manpower (A)",{"$nulls":4},{"$f":"SUM(G260:G260)","v":0}]
["B","Materials"]
[{"$nulls":3},"Unit","Quantity","Rate (Rs.)","Amount"]
[null,"Over Head Tank of Capacity 100,000",null,"No",{"v":100000,"d":"100,000.00"},{"v":200,"d":"200.00"},{"$f":"E265*F265","v":{"v":20000000,"d":"20,000,000.00"}}]
[]
[]
[]
[null,"Total Materials (B)",{"$nulls":4},{"$f":"SUM(G265:G267)","v":{"v":20000000,"d":"20,000,000.00"}}]
["C","Equipment /Machinery"]
[{"$nulls":3},"No.","Hours","Rate (Rs.)","Amount (Rs.)"]
[]
[]
[null,"Total Equipment / Machinery ( C )",{"$nulls":4},{"$f":"SUM(G272:G272)","v":0}]
[null,"Summary"]
[]
[null,"Basic Cost For 2 No.",{"$nulls":4},{"$f":"G262+G269+G274","v":{"v":20000000,"d":"20,000,000.00"}}]
[null,"Basic Cost Per No",{"$nulls":4},{"$f":"ROUND(G277,0)","v":{"v":20000000,"d":"20,000,000.00"}}]
[null,"Overhead & Profit (10 + 15)Percentage",{"$nulls":4},{"$f":"G278*0.25","v":{"v":5000000,"d":"5,000,000.00"}}]
[null,"Total Cost Per No.",{"$nulls":4},{"$f":"ROUND(SUM(G278:G279),2)","v":{"v":25000000,"d":"25,000,000.00"}}]

{"sheet":"Plumbing Items","index":31,"n_rows":270,"n_cols":9,"rows_kept":270,"merged":[[0,0,0,9],[1,0,1,9],[2,0,2,9],[3,0,3,9],[9,2,10,8],[47,1,47,6],[49,0,49,9],[50,0,50,9],[51,0,51,9],[52,0,52,9],[57,2,58,6],[92,1,92,6],[94,0,94,9],[95,0,96,9],[100,2,101,7],[106,1,106,2],[135,0,136,0],[135,1,136,6],[137,0,137,9],[138,0,139,9],[143,2,144,7],[150,1,150,2],[180,0,181,0],[180,1,181,6],[182,0,182,9],[183,0,184,9],[188,2,189,7],[195,1,195,2],[225,0,226,0],[225,1,226,6],[228,0,228,9],[229,0,230,9],[235,2,236,7],[240,1,240,2],[241,1,241,2],[252,1,252,2],[268,0,269,0],[268,1,269,6]]}
[{"$f":"+'Water Supply'!A1","v":"Project Name….."}]
[{"$f":"+'Water Supply'!A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
[{"$f":"+'Water Supply'!A4","v":"RATE ANALYSIS"}]
[]
[null,"INDIAN STYLE WC PORTA MAKE"]
[]
[null,"Measuring Unit",{"$nulls":5},"No."]
[]
[null,"Item Desc.","Providing and fixing squatting type white glazed earthenware Indian Style W.C Pan imported code HD 70 (Porta make) complete with and including the cost of 13.6 liter flushing cistern code HD-3 hang type with wall at low level including plastic with enternal fitting complete, P.V.C flushig pipe suitable,  PVC  trap 4 inches (100 mm) dia (Dadex) and making requisite number of holes in walls, plinth & floor for pipe connection and making good in cement concrete 1:2:4. "]
[]
[]
["A","Materials:"]
["1.","Indian Style W.C pan HD 70 (Porta)",null,"=","1 No. @ 3500 Rs./ No.",null,"=",{"$f":"1*3500","v":{"v":3500,"d":"3,500.00"}},"Rs./ No."]
["2.","Flushing cistern (Porta) with internal fitting",null,"=","1 No. @ 0.000 Rs./ No.",null,"=",0,"Rs./ No."]
["3.","PVC waste flush pipe in low level cistern",null,"=","1 No. @ 0.000 Rs./ No.",null,"=",0,"Rs./ No."]
["4.","PVC Trap 4 '' = 100mm dia Dadex",null,"=","1 No. @ 670.00 Rs./ No.",null,"=",{"v":670,"d":"670.00"},"Rs./ No."]
["5.","C.C 1:2:4 for making good holes in wall / floor",null,"=","Lumsum",null,"=",0,"Rs./ No."]
["6.","Wastage  ",null,"=",{"v":0.05,"d":"5%"},null,"=",0,"Rs./ No."]
["7.","Carriage Multan Market to Site",null,"=","Lumsum",null,"=",0,"Rs./ No."]
[]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H14:H20)","v":{"v":4170,"d":"4,170.00"}},"Rs./ No."]
["B","Equipments:"]
["1.","Tool & Tackles",null,"=","Lumsum",null,"=",0,"Rs./ No."]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H24:H24)","v":0},"Rs./ No."]
["C","Manpower :"]
["1.","Labour Charges as per market",null,"=","1.00 No.  @ 2,200.00 Rs./ No.",null,"=",{"$f":"1*2200","v":{"v":2200,"d":"2,200.00"}},"Rs./ No."]
[]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H28:H28)","v":{"v":2200,"d":"2,200.00"}},"Rs./ No."]
[]
["D","Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H22+H26+H30","v":{"v":6370,"d":"6,370.00"}},"Rs./ No."]
[]
["E","Add 0.5% Water Charges ",{"$nulls":4},"=",0,"Rs./ No."]
[]
["F","Total Cost (D+E)",{"$nulls":4},"=",{"$f":"H32+H34","v":{"v":6370,"d":"6,370.00"}},"Rs./ No."]
[]
["G","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",0,"Rs./ No."]
[]
["I","Add 2 % Testing & Commissioning Charges (F+G) x 2%",{"$nulls":4},"=",0,{"$f":"I34","v":"Rs./ No."}]
[]
["J"," Grand Total  Cost (G+I)",{"$nulls":4},"=",{"$f":"SUM(H36:H39)","v":{"v":6370,"d":"6,370.00"}},"Rs./ No."]
[]
["K","Contractor Profit 10 % ",{"$nulls":4},"=",0,"Rs./ No."]
[]
["L","Add Income Tax  6%",{"$nulls":4},"=",0,"Rs./ No."]
[]
["M","Net Cost Providing and fixing squatting type white glazed earthenware Indian Style W.C Pan imported code HD 70 (Porta make) complete with and including the cost of 13.6 liter flushing cistern code HD-3 hang type with wall at low level including plastic with enternal fitting complete, P.V.C flushig pipe suitable,  PVC  trap 4 inches (100 mm) dia (Dadex) and making requisite number of holes in walls, plinth & floor for pipe connection and making good in cement concrete 1:2:4. .  (M =J+K+L)",{"$nulls":5},{"$f":"H42","v":{"v":6370,"d":"6,370.00"}},"Rs./ No."]
[]
[{"$f":"+A1","v":"Project Name….."}]
[{"$f":"+A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[]
[null,"EUROPEAN W.C PORTA MAKE"]
[null,"Measuring Unit",{"$nulls":5},"No."]
[]
[null,"Item Desc.","Providing and fixing squatting type white glazed earthenware Europen Style W.C Pan imported code HD 102 (Porta make) complete with and including the cost of  making requisite number of holes in walls, plinth & floor for pipe connection and making good in cement concrete 1:2:4. "]
[]
[]
["A","Materials:"]
["1.","European Style W.C pan HD 102 (Porta)",null,"=","1 No. @ 15675 Rs./ No.",null,"=",{"$f":"1*15675","v":{"v":15675,"d":"15,675.00"}},"Rs./ No."]
["5.","C.C 1:2:4 for making good holes in wall / floor",null,"=","Lumsum",null,"=",0,"Rs./ No."]
["6.","Wastage  ",null,"=",{"v":0.05,"d":"5%"},null,"=",0,"Rs./ No."]
["7.","Carriage Multan Market to Site",null,"=","Lumsum",null,"=",0,"Rs./ No."]
[]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H62:H65)","v":{"v":15675,"d":"15,675.00"}},"Rs./ No."]
["B","Equipments:"]
["1.","Tool & Tackles",null,"=","Lumsum",null,"=",0,"Rs./ No."]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H69:H69)","v":0},"Rs./ No."]
["C","Manpower :"]
["1.","Labour Charges as per market",null,"=","1.00 No.  @ 2,200.00 Rs./ No.",null,"=",{"$f":"1*2200","v":{"v":2200,"d":"2,200.00"}},"Rs./ No."]
[]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H73:H73)","v":{"v":2200,"d":"2,200.00"}},"Rs./ No."]
[]
["D","Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H67+H71+H75","v":{"v":17875,"d":"17,875.00"}},"Rs./ No."]
[]
["E","Add 0.5% Water Charges ",{"$nulls":4},"=",0,"Rs./ No."]
[]
["F","Total Cost (D+E)",{"$nulls":4},"=",{"$f":"H77+H79","v":{"v":17875,"d":"17,875.00"}},"Rs./ No."]
[]
["G","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",0,"Rs./ No."]
[]
["I","Add 2 % Testing & Commissioning Charges (F+G) x 2%",{"$nulls":4},"=",0,{"$f":"I79","v":"Rs./ No."}]
[]
["J"," Grand Total  Cost (G+I)",{"$nulls":4},"=",{"$f":"SUM(H81:H84)","v":{"v":17875,"d":"17,875.00"}},"Rs./ No."]
[]
["K","Contractor Profit 10 % ",{"$nulls":4},"=",0,"Rs./ No."]
[]
["L","Add Income Tax  6%",{"$nulls":4},"=",0,"Rs./ No."]
[]
["M","Net Cost Providing and fixing squatting type white glazed earthenware European Style W.C Pan imported code HD 102 (Porta make) complete with and including the cost of  making requisite number of holes in walls, plinth & floor for pipe connection and making good in cement concrete 1:2:4.  (M =J+K+L)",{"$nulls":5},{"$f":"H87","v":{"v":17875,"d":"17,875.00"}},"Rs./ No."]
[]
["RATE ANALYSIS"]
["DEVELOPMENT OF ROYAL ORCHARD MULTAN"]
[]
[]
[null,"PPRC PIPE DIA  1 INCH DIA"]
[null,"Measuring Unit",{"$nulls":6},"Rft"]
[null,"Item Desc.","Providing and Laying approved class PPR   by Minhas  in trenches up-to required depth in proper alignment and gradient , including all types of fittings ( socket , tee, elbow , Y single and double , reducing socket etc ) jointing, fixing , testing , cost of jointing solution etc, as per drawings and in accordance with the specification. Complete in all respect as directed by the Engineer.  \na. 1\" dia"]
[]
[null,"Crew Qty for 100 Rft"]
["A","Materials:"]
["1.","1'' dia PPR pipe ",null,"=","100 Rft  @ 28.00 Rs./ Rft",null,"=",{"$f":"100*28","v":{"v":2800,"d":"2,800.00"}},"Rs./ 100 Rft"]
["2.","Fittings "]
[null,"(socket , tee, elbow , Y single and double , reducing socket etc ) ",null,"=","15 % Sr.No.1",null,"=",{"$f":"H105*15%","v":{"v":420,"d":"420.00"}},"Rs./ 100 Rft"]
["3.","Cartage of material",null,"=","Lumsum",null,"=",{"$f":"H105*0.1%","v":{"v":2.8000000000000003,"d":"2.80"}},"Rs./ 100 Rft"]
["4.","Scaffolding charges",null,"=","Lumsum",null,"=",0,"Rs./ 100 Rft"]
["5.","Wastage",null,"=","5% Sr. No 1 & 2",null,"=",{"$f":"(H105+H107)*5%","v":{"v":161,"d":"161.00"}},"Rs./ 100 Rft"]
["6.","Store Handling",null,"=","0.5% Sr. No 1 & 2",null,"=",0,"Rs./ 100 Rft"]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H105:H111)","v":{"v":3383.8,"d":"3,383.80"}},"Rs./100 Rft"]
[]
["B","Equipments:"]
["1.","Tool & Tackles",null,"=","Lumsum",null,"=",{"v":10,"d":"10.00"},"Rs./ 100 Rft"]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H115:H115)","v":{"v":10,"d":"10.00"}},"Rs./100 Rft"]
["C","Manpower:"]
["1.","Plumber",null,"=","8.00 Hr @ 98.74 Rs./ Hr",null,"=",{"$f":"8*98.74","v":789.92},"Rs./ 100 Rft"]
["2.","Helper",null,"=","5 x 8.00 Hr @ 80.77 Rs./ Hr",null,"=",{"$f":"8*5*80.77","v":{"v":3230.7999999999997,"d":"3,230.80"}},"Rs./ 100 Rft"]
[]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H119:H120)","v":{"v":4020.72,"d":"4,020.72"}},"Rs./100 Rft"]
[]
["D","Sub-Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H112+H117+H122","v":{"v":7414.52,"d":"7,414.52"}},"Rs./100 Rft"]
[]
["E","Add 0.5% Water Charges  ",{"$nulls":4},"=",0,{"$f":"I124","v":"Rs./100 Rft"}]
[]
["F","Total Cost (D+E)",{"$nulls":4},"=",{"$f":"SUM(H124:H126)","v":{"v":7414.52,"d":"7,414.52"}},"Rs./100 Rft"]
[]
["G","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",0,{"$f":"I128","v":"Rs./100 Rft"}]
[]
["H"," Grand Total  Cost (F+G)",{"$nulls":4},"=",{"$f":"SUM(H128:H130)","v":{"v":7414.52,"d":"7,414.52"}},"Rs./100 Rft"]
[]
["I","Add. Income Tax  7.5%",{"$nulls":4},"=",0,{"$f":"I132","v":"Rs./100 Rft"}]
[]
["J","Net cost for Providing and Laying approved class PPR   by Minhas  in trenches up-to required depth in proper alignment and gradient , including all types of fittings ( socket , tee, elbow , Y single and double , reducing socket etc ) jointing, fixing , testing , cost of jointing solution etc, as per drawings and in accordance with the specification. Complete in all respect as directed by the Engineer.  \na. 1\" dia (G+H)",{"$nulls":5},{"$f":"H132","v":{"v":7414.52,"d":"7,414.52"}},{"$f":"I134","v":"Rs./100 Rft"}]
[{"$nulls":7},{"$f":"H136/100","v":{"v":74.1452,"d":"74.15"}},"Rs / Rft"]
["RATE ANALYSIS"]
["DEVELOPMENT OF ROYAL ORCHARD MULTAN"]
[]
[null,"PPR PIPE DIA  3/4'' INCH DIA"]
[null,"Measuring Unit",{"$nulls":6},"Rft"]
[]
[null,"Item Desc.","Providing and Laying approved class PPR   by Minhas or equivalent  in trenches up-to required depth in proper alignment and gradient , including all types of fittings ( socket , tee, elbow , Y single and double , reducing socket etc ) jointing, fixing , testing , cost of jointing solution etc, as per drawings and in accordance with the specification. Complete in all respect as directed by the Engineer.  \na. 32mm dia"]
[]
[null,"Crew Qty for 100 Rft"]
[]
["A","Materials:"]
["1.","32 mm dia PPR pipe ",null,"=","100 Rft  @ 48 Rs./ Rft",null,"=",{"$f":"100*48","v":{"v":4800,"d":"4,800.00"}},"Rs./ 100 Rft"]
["2.","Fittings "]
[null,"(socket , tee, elbow , Y single and double , reducing socket etc ) ",null,"=","15 % Sr.No.1",null,"=",{"$f":"H149*15%","v":{"v":720,"d":"720.00"}},"Rs./ 100 Rft"]
["3.","Cartage of material",null,"=","Lumsum",null,"=",{"$f":"H149*0.151%","v":{"v":7.248,"d":"7.25"}},"Rs./ 100 Rft"]
["4.","Scaffolding charges",null,"=","Lumsum",null,"=",0,"Rs./ 100 Rft"]
["5.","Wastage",null,"=","5% Sr. No 1 & 2",null,"=",{"$f":"(H149+H151)*5%","v":{"v":276,"d":"276.00"}},"Rs./ 100 Rft"]
["6.","Store Handling",null,"=","0.5% Sr. No 1 & 2",null,"=",0,"Rs./ 100 Rft"]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H149:H155)","v":{"v":5803.248,"d":"5,803.25"}},"Rs./100 Rft"]
[]
["B","Equipments:"]
["1.","Tool & Tackles",null,"=","Lumsum",null,"=",{"v":25,"d":"25.00"},"Rs./ 100 Rft"]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H159:H159)","v":{"v":25,"d":"25.00"}},"Rs./100 Rft"]
[]
["C","Manpower:"]
["1.","Plumber",null,"=","2 x 7.00 Hr @ 98.74 Rs./ Hr",null,"=",{"$f":"2*7*98.74","v":{"v":1382.36,"d":"1,382.36"}},"Rs./ 100 Rft"]
["2.","Helper",null,"=","6 x 8.00 Hr @ 80.77 Rs./ Hr",null,"=",{"$f":"6*8*80.77","v":{"v":3876.96,"d":"3,876.96"}},"Rs./ 100 Rft"]
[]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H164:H165)","v":{"v":5259.32,"d":"5,259.32"}},"Rs./100 Rft"]
[]
["D","Sub-Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H156+H161+H167","v":{"v":11087.568,"d":"11,087.57"}},"Rs./100 Rft"]
[]
["E","Add 0.5% Water Charges  ",{"$nulls":4},"=",0,{"$f":"I169","v":"Rs./100 Rft"}]
[]
["F","Total Cost (D+E)",{"$nulls":4},"=",{"$f":"SUM(H169:H171)","v":{"v":11087.568,"d":"11,087.57"}},"Rs./100 Rft"]
[]
["G","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",0,{"$f":"I173","v":"Rs./100 Rft"}]
[]
["H"," Grand Total  Cost (F+G)",{"$nulls":4},"=",{"$f":"SUM(H173:H175)","v":{"v":11087.568,"d":"11,087.57"}},"Rs./100 Rft"]
[]
["I","Add. Income Tax  7.5%",{"$nulls":4},"=",0,{"$f":"I177","v":"Rs./100 Rft"}]
[]
["J","Net cost for Providing and Laying approved class PPR   by Dadex or equivalent  in trenches up-to required depth in proper alignment and gradient , including all types of fittings ( socket , tee, elbow , Y single and double , reducing socket etc ) jointing, fixing , testing , cost of jointing solution etc, as per drawings and in accordance with the specification. Complete in all respect as directed by the Engineer.  \na. 32 mm dia (G+H)",{"$nulls":5},{"$f":"H177","v":{"v":11087.568,"d":"11,087.57"}},{"$f":"I179","v":"Rs./100 Rft"}]
[{"$nulls":7},{"$f":"H181/100","v":{"v":110.87567999999999,"d":"110.88"}},"Rs / Rft"]
["RATE ANALYSIS"]
["DEVELOPMENT OF ROYAL ORCHARD MULTAN"]
[]
[null,"PPR PIPE DIA  50 mm DIA"]
[null,"Measuring Unit",{"$nulls":6},"Rft"]
[]
[null,"Item Desc.","Providing and Laying approved class PPR   by Minhas or equivalent  in trenches up-to required depth in proper alignment and gradient , including all types of fittings ( socket , tee, elbow , Y single and double , reducing socket etc ) jointing, fixing , testing , cost of jointing solution etc, as per drawings and in accordance with the specification. Complete in all respect as directed by the Engineer.  \na. 50mm dia"]
[]
[null,"Crew Qty for 100 Rft"]
[]
["A","Materials:"]
["1.","50 mm dia PPR pipe ",null,"=","100 Rft  @ 75.00 Rs./ Rft",null,"=",{"$f":"100*75","v":{"v":7500,"d":"7,500.00"}},"Rs./ 100 Rft"]
["2.","Fittings "]
[null,"(socket , tee, elbow , Y single and double , reducing socket etc ) ",null,"=","15 % Sr.No.1",null,"=",{"$f":"H194*15%","v":{"v":1125,"d":"1,125.00"}},"Rs./ 100 Rft"]
["3.","Cartage of material",null,"=","Lumsum",null,"=",{"$f":"H194*0.151%","v":{"v":11.325000000000001,"d":"11.33"}},"Rs./ 100 Rft"]
["4.","Scaffolding charges",null,"=","Lumsum",null,"=",0,"Rs./ 100 Rft"]
["5.","Wastage",null,"=","5% Sr. No 1 & 2",null,"=",{"$f":"(H194+H196)*5%","v":431.25},"Rs./ 100 Rft"]
["6.","Store Handling",null,"=","0.5% Sr. No 1 & 2",null,"=",0,"Rs./ 100 Rft"]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H194:H200)","v":{"v":9067.575,"d":"9,067.58"}},"Rs./100 Rft"]
[]
["B","Equipments:"]
["1.","Tool & Tackles",null,"=","Lumsum",null,"=",{"v":25,"d":"25.00"},"Rs./ 100 Rft"]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H204:H204)","v":{"v":25,"d":"25.00"}},"Rs./100 Rft"]
[]
["C","Manpower:"]
["1.","Plumber",null,"=","2 x 7.00 Hr @ 98.74 Rs./ Hr",null,"=",{"$f":"2*7*98.74","v":{"v":1382.36,"d":"1,382.36"}},"Rs./ 100 Rft"]
["2.","Helper",null,"=","6 x 8.00 Hr @ 80.77 Rs./ Hr",null,"=",{"$f":"6*8*80.77","v":{"v":3876.96,"d":"3,876.96"}},"Rs./ 100 Rft"]
[]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H209:H210)","v":{"v":5259.32,"d":"5,259.32"}},"Rs./100 Rft"]
[]
["D","Sub-Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H201+H206+H212","v":{"v":14351.895,"d":"14,351.90"}},"Rs./100 Rft"]
[]
["E","Add 0.5% Water Charges  ",{"$nulls":4},"=",0,{"$f":"I214","v":"Rs./100 Rft"}]
[]
["F","Total Cost (D+E)",{"$nulls":4},"=",{"$f":"SUM(H214:H216)","v":{"v":14351.895,"d":"14,351.90"}},"Rs./100 Rft"]
[]
["G","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",0,{"$f":"I218","v":"Rs./100 Rft"}]
[]
["H"," Grand Total  Cost (F+G)",{"$nulls":4},"=",{"$f":"SUM(H218:H220)","v":{"v":14351.895,"d":"14,351.90"}},"Rs./100 Rft"]
[]
["I","Add. Income Tax  7.5%",{"$nulls":4},"=",0,{"$f":"I222","v":"Rs./100 Rft"}]
[]
["J","Net cost for Providing and Laying approved class PPR   by Dadex or equivalent  in trenches up-to required depth in proper alignment and gradient , including all types of fittings ( socket , tee, elbow , Y single and double , reducing socket etc ) jointing, fixing , testing , cost of jointing solution etc, as per drawings and in accordance with the specification. Complete in all respect as directed by the Engineer.  \na. 50 mm dia (G+H)",{"$nulls":5},{"$f":"H222","v":{"v":14351.895,"d":"14,351.90"}},{"$f":"I224","v":"Rs./100 Rft"}]
[{"$nulls":7},{"$f":"H226/100","v":{"v":143.51895000000002,"d":"143.52"}},"Rs / Rft"]
[]
["RATE ANALYSIS"]
["DEVELOPMENT OF ROYAL ORCHARD MULTAN"]
[]
[]
[null,"UPVC PIPE  4 inch dia"]
[null,"Measuring Unit",{"$nulls":6},"No."]
[]
[null,"Item Desc.","Providing and fixing 4\" dia(UPVC) socket bend of any degree for  pipe with clamps, bolts and nuts in cement concrete 1:2:4 etc. complete.."]
[]
["A","Materials:"]
["1.","4'' dia uPvc Class-C rain water down pipe ",null,"=","12 Rft. @ 81.00Rs./ No.",null,"=",{"$f":"12*81","v":{"v":972,"d":"972.00"}},"Rs./ 12Rft"]
["2.","Fittings "]
["3.","(socket , tee, elbow , Y single and double , reducing socket etc ) ",null,"=","15 % Sr.No.1",null,"=",{"$f":"H239*15%","v":{"v":145.79999999999998,"d":"145.80"}},"Rs./ 100 Rft"]
["4.","C.C 1:2:4 for making good holes in walls and plinth and floor, etc. ",null,"=","Lumsum",null,"=",{"v":20,"d":"20.00"},"Rs./ 12Rft"]
["6.","Carriage Multan Market to Site",null,"=","Lumsum",null,"=",{"$f":"5*1","v":{"v":5,"d":"5.00"}},"Rs./ 12Rft"]
[]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H239:H243)","v":{"v":1142.8,"d":"1,142.80"}},"Rs./ 12 Rft"]
[]
["B","Equipments:"]
["1.","Formwork and Tool and Tackle",null,"=","Lumsum",null,"=",0,{"$f":"I243","v":"Rs./ 12Rft"}]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",0,{"$f":"I245","v":"Rs./ 12 Rft"}]
["C","Manpower :"]
["1.","Plumber",null,"=","4.00 Hrs. @112.00 Rs./ No.",null,"=",{"$f":"4*112","v":{"v":448,"d":"448.00"}},{"$f":"I248","v":"Rs./ 12Rft"}]
["2.","Mason (2nd class for block, brick and concrete work).",null,"=","1.00 Hrs. @112.00 Rs./ No.",null,"=",{"$f":"1*112","v":{"v":112,"d":"112.00"}},{"$f":"I248","v":"Rs./ 12Rft"}]
["3.","Lahour ",null,"=","2 x 4 Hrs. @ 66.66.00 Rs./ No.",null,"=",{"$f":"2*4*66.66","v":533.28},{"$f":"I253","v":"Rs./ 12Rft"}]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H252:H254)","v":{"v":1093.28,"d":"1,093.28"}},{"$f":"I250","v":"Rs./ 12 Rft"}]
[]
["D","Sub-Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H245+H250+H255","v":{"v":2236.08,"d":"2,236.08"}},{"$f":"I255","v":"Rs./ 12 Rft"}]
[]
["E","Add 0.5% Water Charges  ",{"$nulls":4},"=",0,{"$f":"I257","v":"Rs./ 12 Rft"}]
[]
["F","Total Cost (D+E)",{"$nulls":4},"=",{"$f":"SUM(H257:H260)","v":{"v":2236.08,"d":"2,236.08"}},{"$f":"I257","v":"Rs./ 12 Rft"}]
[]
["G","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",0,{"$f":"I261","v":"Rs./ 12 Rft"}]
[]
["H"," Grand Total  Cost (F+G)",{"$nulls":4},"=",{"$f":"SUM(H261:H264)","v":{"v":2236.08,"d":"2,236.08"}},{"$f":"I261","v":"Rs./ 12 Rft"}]
[]
["I","Add. Income Tax  7.5%",{"$nulls":4},"=",0,{"$f":"I265","v":"Rs./ 12 Rft"}]
[]
["J","Net Providing and fixing 4\" dia(UPVC) socket bend of any degree for  pipe with clamps, bolts and nuts in cement concrete 1:2:4 etc. complete..(H+I)",{"$nulls":5},{"$f":"H265","v":{"v":2236.08,"d":"2,236.08"}},{"$f":"I267","v":"Rs./ 12 Rft"}]
[{"$nulls":7},{"$f":"ROUND(H269/12,0)","v":{"v":186,"d":"186.00"}},"Rs./ Rft"]

{"sheet":"MS PIPE","index":32,"n_rows":97,"n_cols":12,"rows_kept":97,"merged":[[3,0,3,9],[9,2,10,6],[18,1,18,2],[52,0,52,9],[58,2,59,6],[67,1,67,2]]}
[{"$f":"'Concrete Rates'!A1","v":"Project Name….."}]
[{"$f":"'Concrete Rates'!A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[]
[null,"6'' DIA MS PIPE"]
[]
[null,"Measuring Unit",{"$nulls":5},"Rft"]
[]
[null,"Item Desc.","Supply laying, fixing of 6'' dia MS PIPE "]
[]
[]
[null,"Crew Qty. for 50 Ru.meter"]
["A","Materials:"]
[]
["1.","MS pipe 6'' dia ",null,"=","50 Mtr  @ 2066.00 Rs. / Mtr. ",null,"=",{"$f":"50*2066","v":{"v":103300,"d":"103,300.00"}},"Rs./50 Mtr."]
["2.","Welding Rod",null,"=","lumsum",null,"=",{"v":300,"d":"300.00"},"Rs./50 Mtr."]
["3.","Angle iron for sport",null,"=","lumsum",null,"=",{"v":600,"d":"600.00"},"Rs./50 Mtr."]
["4.","Wastage  ",null,"=",{"v":0.05,"d":"5%"},null,"=",{"$f":"H16*0.05","v":{"v":5165,"d":"5,165.00"}},"Rs./50 Mtr."]
["5.","Store Handling Charges incl. unloading",null,"=",{"v":0.02,"d":"2%"},null,"=",{"v":10,"d":"10.00"},"Rs./50 Mtr."]
[]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H16:H20)","v":{"v":109375,"d":"109,375.00"}},"Rs. /50 Mtr.",null,null,{"$f":"H22/50","v":{"v":2187.5,"d":"2,187.50"}}]
["B","Equipments:"]
["1.","Tools & Tackles",null,"=","Lumsum",null,"=",{"v":700,"d":"700.00"},{"$f":"I22","v":"Rs. /50 Mtr."},null,{"$f":"H24/50","v":{"v":14,"d":"14.00"}}]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H24:H24)","v":{"v":700,"d":"700.00"}},{"$f":"I22","v":"Rs. /50 Mtr."}]
["C","Manpower :"]
["1.","Foreman/Supervisor ",null,"=","6 Hr/ Mtr @ 121.15 Rs./ Hr",null,"=",{"$f":"6*121.15","v":{"v":726.9000000000001,"d":"726.90"}},{"$f":"I24","v":"Rs. /50 Mtr."}]
["2.","Welder",null,"=","6 Hr/ Mtr. @ 80.77 Rs./ Hr",null,"=",{"$f":"6*80.77","v":484.62},{"$f":"I28","v":"Rs. /50 Mtr."}]
["3.","Helper ",null," ","2x 6 Hr/ No @ 47.12 Rs./ Hr ",null,"=",{"$f":"2*6*47.12","v":{"v":565.4399999999999,"d":"565.44"}},{"$f":"I26","v":"Rs. /50 Mtr."}]
[]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H28:H30)","v":{"v":1776.96,"d":"1,776.96"}},{"$f":"I29","v":"Rs. /50 Mtr."},null,{"$f":"H32/50","v":{"v":35.5392,"d":"35.54"}}]
[]
["D","Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H22+H26+H32","v":{"v":111851.96,"d":"111,851.96"}},{"$f":"I32","v":"Rs. /50 Mtr."}]
[]
["E"," Add 0.5 % Water Charges ",{"$nulls":4},"=",{"$f":"H34*0.5%","v":{"v":559.2598,"d":"559.26"}},{"$f":"I32","v":"Rs. /50 Mtr."}]
[]
["F","Add 5% Testing & Commissioning Charges (D+E)x 5%",{"$nulls":4},"=",{"$f":"(H34+H36)*5%","v":{"v":5620.560990000001,"d":"5,620.56"}},{"$f":"I32","v":"Rs. /50 Mtr."}]
[]
["G","Total Cost (D+E+F)",{"$nulls":4},"=",{"$f":"H34+H36+H38","v":{"v":118031.78079,"d":"118,031.78"}},{"$f":"I34","v":"Rs. /50 Mtr."},null,{"$f":"(H40/50)","v":{"v":2360.6356158,"d":"2,360.64"}},{"$f":"K40/3.281","v":{"v":719.4866247485522,"d":"719.49"}}]
[]
["H","Total Basic Cost (H = G /50)",{"$nulls":4},"=",{"$f":"H40/50","v":{"v":2360.6356158,"d":"2,360.64"}},"Rs./Mtr"]
[]
["I","Total Basic Cost (I = H /3.281)",{"$nulls":4},"=",{"$f":"H42/3.281","v":{"v":719.4866247485522,"d":"719.49"}},"Rs./Rft"]
[]
["J","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",{"$f":"H44*0.25","v":{"v":179.87165618713806,"d":"179.87"}},{"$f":"I44","v":"Rs./Rft"}]
[]
["K","Grand Total Cost (K  = I+J)",{"$nulls":4},"=",{"$f":"H44+H46","v":{"v":899.3582809356903,"d":"899.36"}},{"$f":"I46","v":"Rs./Rft"}]
[]
[{"$f":"+A1","v":"Project Name….."}]
[{"$f":"+A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[]
[null,"8'' DIA MS PIPE"]
[]
[null,"Measuring Unit",{"$nulls":5},"Rft"]
[]
[null,"Item Desc.","Supply laying, fixing of 8'' dia MS PIPE "]
[]
[]
[null,"Crew Qty. for 50 Ru.meter"]
["A","Materials:"]
[]
["1.","MS pipe 8'' dia ",null,"=","50 Mtr  @ 3083.00 Rs. / Mtr. ",null,"=",{"$f":"50*3083","v":{"v":154150,"d":"154,150.00"}},"Rs./50 Mtr."]
["2.","Welding Rod",null,"=","lumsum",null,"=",{"v":300,"d":"300.00"},"Rs./50 Mtr."]
["3.","Angle iron for sport",null,"=","lumsum",null,"=",{"v":600,"d":"600.00"},"Rs./50 Mtr."]
["4.","Wastage  ",null,"=",{"v":0.05,"d":"5%"},null,"=",{"$f":"H65*0.05","v":{"v":7707.5,"d":"7,707.50"}},"Rs./50 Mtr."]
["5.","Store Handling Charges incl. unloading",null,"=",{"v":0.02,"d":"2%"},null,"=",{"v":10,"d":"10.00"},"Rs./50 Mtr."]
[]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H65:H69)","v":{"v":162767.5,"d":"162,767.50"}},"Rs. /50 Mtr.",null,null,{"$f":"H71/50","v":{"v":3255.35,"d":"3,255.35"}}]
["B","Equipments:"]
["1.","Tools & Tackles",null,"=","Lumsum",null,"=",{"v":700,"d":"700.00"},{"$f":"I71","v":"Rs. /50 Mtr."},null,{"$f":"H73/50","v":{"v":14,"d":"14.00"}}]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H73:H73)","v":{"v":700,"d":"700.00"}},{"$f":"I71","v":"Rs. /50 Mtr."}]
["C","Manpower :"]
["1.","Foreman/Supervisor ",null,"=","8 Hr/ Mtr @ 121.15 Rs./ Hr",null,"=",{"$f":"8*121.15","v":{"v":969.2,"d":"969.20"}},{"$f":"I73","v":"Rs. /50 Mtr."}]
["2.","Welder",null,"=","8 Hr/ Mtr. @ 80.77 Rs./ Hr",null,"=",{"$f":"8*80.77","v":646.16},{"$f":"I77","v":"Rs. /50 Mtr."}]
["3.","Helper ",null," ","8x 6 Hr/ No @ 47.12 Rs./ Hr ",null,"=",{"$f":"2*8*47.12","v":753.92},{"$f":"I75","v":"Rs. /50 Mtr."}]
[]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H77:H79)","v":{"v":2369.28,"d":"2,369.28"}},{"$f":"I78","v":"Rs. /50 Mtr."},null,{"$f":"H81/50","v":{"v":47.385600000000004,"d":"47.39"}}]
[]
["D","Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H71+H75+H81","v":{"v":165836.78,"d":"165,836.78"}},{"$f":"I81","v":"Rs. /50 Mtr."}]
[]
["E"," Add 0.5 % Water Charges ",{"$nulls":4},"=",{"$f":"H83*0.5%","v":{"v":829.1839,"d":"829.18"}},{"$f":"I81","v":"Rs. /50 Mtr."}]
[]
["F","Add 5% Testing & Commissioning Charges (D+E)x 5%",{"$nulls":4},"=",{"$f":"(H83+H85)*5%","v":{"v":8333.298195000001,"d":"8,333.30"}},{"$f":"I81","v":"Rs. /50 Mtr."}]
[]
["G","Total Cost (D+E+F)",{"$nulls":4},"=",{"$f":"H83+H85+H87","v":{"v":174999.262095,"d":"174,999.26"}},{"$f":"I83","v":"Rs. /50 Mtr."},null,{"$f":"(H89/50)","v":{"v":3499.9852419000003,"d":"3,499.99"}},{"$f":"K89/3.281","v":{"v":1066.743444651021,"d":"1,066.74"}}]
[]
["H","Total Basic Cost (H = G /50)",{"$nulls":4},"=",{"$f":"H89/50","v":{"v":3499.9852419000003,"d":"3,499.99"}},"Rs./Mtr"]
[]
["I","Total Basic Cost (I = H /3.281)",{"$nulls":4},"=",{"$f":"H91/3.281","v":{"v":1066.743444651021,"d":"1,066.74"}},"Rs./Rft"]
[]
["J","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",{"$f":"H93*0.25","v":{"v":266.68586116275526,"d":"266.69"}},{"$f":"I93","v":"Rs./Rft"}]
[]
["K","Grand Total Cost (K  = I+J)",{"$nulls":4},"=",{"$f":"H93+H95","v":{"v":1333.4293058137764,"d":"1,333.43"}},{"$f":"I95","v":"Rs./Rft"}]

{"sheet":"Light Pole Foundation","index":33,"n_rows":39,"n_cols":11,"rows_kept":39,"merged":[[0,0,0,10],[2,6,2,7],[5,2,5,5],[8,2,8,5],[11,2,11,5],[13,0,13,10],[15,6,15,7],[18,2,18,5],[21,2,21,5],[24,2,24,5],[26,0,26,10],[28,6,28,7],[31,2,31,5],[34,2,34,5],[37,2,37,5]]}
["Composite Rate Light Pole Foundation (12m)"]
[]
["Sr\nNo","Description","No","L","B","H","Quantity ",null,"Rate \n(Rs.)","Amount (Rs.)","Remarks"]
[1,"PCC Concrete(2'x2'x6')"]
[null,null,1,{"v":2,"d":"2.000"},{"v":2,"d":"2.000"},{"v":6,"d":"6.000"},{"$f":"C5*D5*E5*F5","v":{"v":24,"d":"24.000"}}]
[null,null,"Total Qty.",{"$nulls":3},{"$f":"SUM(G5:G5)","v":{"v":24,"d":"24.000"}},"Cft",{"v":360,"d":"360.00"},{"$f":"G6*I6","v":{"v":8640,"d":"8,640.00"}}]
[2,"J bolt & Nut (22mm & 54\"long)"]
[null,null,4,"-","-","-",{"$f":"C8","v":{"v":4,"d":"4.000"}},"No"]
[null,null,"Total Qty.",{"$nulls":3},{"$f":"SUM(G8:G8)","v":{"v":4,"d":"4.000"}},"No",{"v":340,"d":"340.00"},{"$f":"G9*I9","v":{"v":1360,"d":"1,360.00"}}]
[3,"PVC Pipe (75mm)"]
[null,null,2,{"$f":"4.5*2+1*2","v":{"v":11,"d":"11.000"}},"-","-",{"$f":"C11*D11","v":{"v":22,"d":"22.000"}},"Rft"]
[null,null,"Total Qty.",{"$nulls":3},{"$f":"SUM(G11:G11)","v":{"v":22,"d":"22.000"}},"Rft",{"v":27.439,"d":"27.44"},{"$f":"G12*I12","v":{"v":603.658,"d":"603.66"}}]
[null,"Total Amount.(Rs.)",{"$nulls":7},{"$f":"SUM(J4:J12)","v":{"v":10603.658,"d":"10,603.66"}}]
["Composite Rate Light Pole Foundation (8m & 10m-Solar Pole)"]
[]
["Sr\nNo","Description","No","L","B","H","Quantity ",null,"Rate \n(Rs.)","Amount (Rs.)","Remarks"]
[1,"PCC Concrete(1.75'x1.75'x5')"]
[null,null,1,{"v":1.75,"d":"1.750"},{"v":1.75,"d":"1.750"},{"v":5,"d":"5.000"},{"$f":"C18*D18*E18*F18","v":{"v":15.3125,"d":"15.313"}}]
[null,null,"Total Qty.",{"$nulls":3},{"$f":"SUM(G18:G18)","v":{"v":15.3125,"d":"15.313"}},"Cft",{"$f":"+I6","v":{"v":360,"d":"360.00"}},{"$f":"G19*I19","v":{"v":5512.5,"d":"5,512.50"}}]
[2,"J bolt & Nut (22mm & 37\"long)"]
[null,null,4,"-","-","-",{"$f":"C21","v":{"v":4,"d":"4.000"}},"No"]
[null,null,"Total Qty.",{"$nulls":3},{"$f":"SUM(G21:G21)","v":{"v":4,"d":"4.000"}},"No",{"v":320,"d":"320.00"},{"$f":"G22*I22","v":{"v":1280,"d":"1,280.00"}}]
[3,"PVC Pipe (75mm)"]
[null,null,2,{"$f":"3.08*2+0.875*2","v":{"v":7.91,"d":"7.910"}},"-","-",{"$f":"C24*D24","v":{"v":15.82,"d":"15.820"}},"Rft"]
[null,null,"Total Qty.",{"$nulls":3},{"$f":"SUM(G24:G24)","v":{"v":15.82,"d":"15.820"}},"Rft",{"v":27.439,"d":"27.44"},{"$f":"G25*I25","v":{"v":434.08498000000003,"d":"434.08"}}]
[null,"Total Amount.(Rs.)",{"$nulls":7},{"$f":"SUM(J17:J25)","v":{"v":7226.58498,"d":"7,226.58"}}]
[" Composite Rate Light Pole Foundation (6m)"]
[]
["Sr\nNo","Description","No","L","B","H","Quantity ",null,"Rate \n(Rs.)","Amount (Rs.)","Remarks"]
[1,"PCC Concrete(1.5'x1.5'x5')"]
[null,null,1,{"v":1.5,"d":"1.500"},{"v":1.5,"d":"1.500"},{"v":5,"d":"5.000"},{"$f":"C31*D31*E31*F31","v":{"v":11.25,"d":"11.250"}}]
[null,null,"Total Qty.",{"$nulls":3},{"$f":"SUM(G31:G31)","v":{"v":11.25,"d":"11.250"}},"Cft",{"$f":"+I19","v":{"v":360,"d":"360.00"}},{"$f":"G32*I32","v":{"v":4050,"d":"4,050.00"}}]
[2,"J bolt & Nut (22mm & 37\"long)"]
[null,null,4,"-","-","-",{"$f":"C34","v":{"v":4,"d":"4.000"}},"No"]
[null,null,"Total Qty.",{"$nulls":3},{"$f":"SUM(G34:G34)","v":{"v":4,"d":"4.000"}},"No",{"v":320,"d":"320.00"},{"$f":"G35*I35","v":{"v":1280,"d":"1,280.00"}}]
[3,"PVC Pipe (75mm)"]
[null,null,2,{"$f":"3.08*2+0.875*2","v":{"v":7.91,"d":"7.910"}},"-","-",{"$f":"C37*D37","v":{"v":15.82,"d":"15.820"}},"Rft"]
[null,null,"Total Qty.",{"$nulls":3},{"$f":"SUM(G37:G37)","v":{"v":15.82,"d":"15.820"}},"Rft",27.44,{"$f":"G38*I38","v":{"v":434.10080000000005,"d":"434.10"}}]
[null,"Total Amount.(Rs.)",{"$nulls":7},{"$f":"SUM(J30:J38)","v":{"v":5764.1008,"d":"5,764.10"}}]

{"sheet":"CABLES RATE","index":34,"n_rows":375,"n_cols":13,"rows_kept":375,"merged":[[3,0,3,9],[9,2,10,6],[15,1,15,2],[18,1,18,2],[21,1,21,2],[50,0,50,9],[56,2,57,6],[62,1,62,2],[65,1,65,2],[68,1,68,2],[96,0,96,9],[102,2,103,6],[108,1,108,2],[111,1,111,2],[114,1,114,2],[141,0,141,9],[147,2,148,6],[153,1,153,2],[156,1,156,2],[159,1,159,2],[186,0,186,9],[192,2,193,6],[198,1,198,2],[204,1,204,2],[231,0,231,9],[237,2,238,6],[243,1,243,2],[248,1,248,2],[270,0,270,9],[275,2,276,8],[289,1,289,2],[324,0,324,9],[330,2,331,6],[344,1,344,2]]}
[{"$f":"'Concrete Rates'!A1","v":"Project Name….."}]
[{"$f":"'Concrete Rates'!A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"HT CABLE 3 CORE 120mm²"]
[]
[]
[null,"Measuring Unit",{"$nulls":5},"Ru. Meter"]
[]
[null,"Item Desc.","Supply laying, connecting, testing and commissioning of HT 3 Core x 120mm sq.Aluminum Armoured cable for Transformer laid in trench as per routes shown in drawings."]
[]
[]
[null,"Crew Qty. for 50 Ru.meter"]
["A","Materials:"]
[]
["1.","HT 3 Core x 120mm sq.Aluminum Armoured cable",null,"=","1,998.00 Rs./Mtr"]
[null,"Add GST 17 % ",null,"=","1,998.00 x 17 % = 339.66 Rs./Mtr."]
[null,"Rate per Mtr ",null,"=","1,998.00+339.66 = 2,337.66 Rs.Mtr."]
["2.","HT 3 Core x 120mm sq.Aluminum Armoured cable",null,"=","50 Mtr  @ 2,337.66 Rs. / Mtr. ",null,"=",{"$f":"50*2337.66","v":{"v":116883,"d":"116,883.00"}},"Rs./50 Mtr."]
["3.","Copper Aluminum Lugs incl. GST (KLAUKE GERMANY)",null,"=","6 Nos. @ 30.00+ 30.00 x 17% = 35.10 Rs./Mtr. ",null,"=",{"$f":"6*35.1","v":{"v":210.60000000000002,"d":"210.60"}},"Rs./50 Mtr."]
["4.","Bricks",null,"=","434.00 No,s @ 6.50 Rs / Nos",null,"=",{"$f":"434*6.5","v":{"v":2821,"d":"2,821.00"}},"Rs./50 Mtr."]
["5.","Wastage  ",null,"=",{"v":0.05,"d":"5%"},null,"=",{"$f":"SUM(H19:H21)*E22","v":{"v":5995.7300000000005,"d":"5,995.73"}},"Rs./50 Mtr."]
[]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H19:H22)","v":{"v":125910.33,"d":"125,910.33"}},"Rs. /50 Mtr."]
["B","Equipments:"]
["1.","Plate Compacter",null,"=","1.00 Hr @ 211.48 Rs./Hrs ",null,"=",{"$f":"1*211.48","v":211.48},{"$f":"I22","v":"Rs./50 Mtr."}]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H26:H26)","v":211.48},{"$f":"I24","v":"Rs. /50 Mtr."}]
["C","Manpower :"]
["1.","Labour for Cable laying as sub-Contractor",null,"=","50.00 Mtr @ 20.00 Rs./ Ru.m",null,"=",{"$f":"20*50","v":{"v":1000,"d":"1,000.00"}},{"$f":"I26","v":"Rs./50 Mtr."}]
["2.","Labour for Excavtion,Backfilling & Brick Laying",null,"=","476.820 @ 9.00 Rs./Cft",null,"=",{"$f":"476.82*9","v":{"v":4291.38,"d":"4,291.38"}},{"$f":"I26","v":"Rs./50 Mtr."}]
[{"$nulls":3},"=","50 x 0.3 x 0.9 = 13.500/35.32 = 476.820 Cft"]
[]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H30:H31)","v":{"v":5291.38,"d":"5,291.38"}},{"$f":"I31","v":"Rs./50 Mtr."}]
[]
["D","Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H24+H28+H34","v":{"v":131413.19,"d":"131,413.19"}},{"$f":"I34","v":"Rs./50 Mtr."}]
[]
[]
["E","Total Basic Cost (E = D /50)",{"$nulls":4},"=",{"$f":"H36/50","v":{"v":2628.2638,"d":"2,628.26"}},"Rs./Mtr"]
[]
["F","Total Basic Cost (F = E /3.281)",{"$nulls":4},"=",{"$f":"H39/3.281","v":{"v":801.0557147211216,"d":"801.06"}},"Rs./Rft"]
[]
["G","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",{"$f":"H41*0.25","v":{"v":200.2639286802804,"d":"200.26"}},{"$f":"I41","v":"Rs./Rft"}]
[]
["H","Grand Total Cost (H  = F+G)",{"$nulls":4},"=",{"$f":"H41+H43","v":{"v":1001.319643401402,"d":"1,001.32"}},{"$f":"I43","v":"Rs./Rft"}]
[]
[]
[{"$f":"A1","v":"Project Name….."}]
[{"$f":"A2","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"HT CABLE 1 CORE 240 mm²"]
[]
[]
[null,"Measuring Unit",{"$nulls":5},"Ru. Meter"]
[]
[null,"Item Desc.","Supply laying, connecting, testing and commissioning of HT 1 Core x 240mm sq.Aluminum Armoured cable for feeder Piller laid in trench as per routes shown in drawings."]
[]
[]
[null,"Crew Qty. for 50 Ru.meter"]
["A","Materials:"]
[]
["1.","HT 1 Core x 240mm sq.Aluminum Armoured cable",null,"=","968.00 Rs./Mtr"]
[null,"Add GST 17 % ",null,"=","968.00 x 17 % = 164.56 Rs./Mtr."]
[null,"Rate per Mtr ",null,"=","968.00+164.56 = 1,132.56 Rs.Mtr."]
["2.","HT 1 Core x 240mm sq.Aluminum Armoured cable",null,"=","50 Mtr  @ 1,132.56 Rs. / Mtr. ",null,"=",{"$f":"50*1132.56","v":{"v":56628,"d":"56,628.00"}},"Rs./50 Mtr."]
["3.","Copper Aluminum Lugs incl. GST (KLAUKE GERMANY)",null,"=","6 Nos. @ 30.00+ 30.00 x 17% = 35.10 Rs./Mtr. ",null,"=",{"$f":"6*35.1","v":{"v":210.60000000000002,"d":"210.60"}},"Rs./50 Mtr."]
["4.","Bricks",null,"=","434.00 No,s @ 6.50 Rs / Nos",null,"=",{"$f":"434*6.5","v":{"v":2821,"d":"2,821.00"}},"Rs./50 Mtr."]
["5.","Wastage  ",null,"=",{"v":0.05,"d":"5%"},null,"=",{"$f":"SUM(H66:H68)*E69","v":{"v":2982.98,"d":"2,982.98"}},"Rs./50 Mtr."]
[]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H66:H69)","v":{"v":62642.58,"d":"62,642.58"}},"Rs. /50 Mtr."]
["B","Equipments:"]
["1.","Plate Compacter",null,"=","1.00 Hr @ 211.48 Rs./Hrs ",null,"=",{"$f":"1*211.48","v":211.48},{"$f":"I69","v":"Rs./50 Mtr."}]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H73:H73)","v":211.48},{"$f":"I71","v":"Rs. /50 Mtr."}]
["C","Manpower :"]
["1.","Labour for Cable laying as sub-Contractor",null,"=","50.00 Mtr @ 15.00 Rs./ Ru.m",null,"=",{"$f":"15*50","v":{"v":750,"d":"750.00"}},{"$f":"I73","v":"Rs./50 Mtr."}]
["2.","Labour for Excavtion,Backfilling & Brick Laying",null,"=","476.820 @ 9.00 Rs./Cft",null,"=",{"$f":"476.82*9","v":{"v":4291.38,"d":"4,291.38"}},{"$f":"I73","v":"Rs./50 Mtr."}]
[{"$nulls":3},"=","50 x 0.3 x 0.9 = 13.500/35.32 = 476.820 Cft"]
[]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H77:H78)","v":{"v":5041.38,"d":"5,041.38"}},{"$f":"I78","v":"Rs./50 Mtr."}]
[]
["D","Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H71+H75+H81","v":{"v":67895.44,"d":"67,895.44"}},{"$f":"I81","v":"Rs./50 Mtr."}]
[]
[]
["E","Total Basic Cost (E = D /50)",{"$nulls":4},"=",{"$f":"H83/50","v":{"v":1357.9088000000002,"d":"1,357.91"}},"Rs./Mtr"]
[]
["F","Total Basic Cost (F = E /3.281)",{"$nulls":4},"=",{"$f":"H86/3.281","v":{"v":413.87040536421824,"d":"413.87"}},"Rs./Rft"]
[]
["G","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",{"$f":"H88*0.25","v":{"v":103.46760134105456,"d":"103.47"}},{"$f":"I88","v":"Rs./Rft"}]
[]
["H","Grand Total Cost (H  = F+G)",{"$nulls":4},"=",{"$f":"H88+H90","v":{"v":517.3380067052728,"d":"517.34"}},{"$f":"I90","v":"Rs./Rft"}]
[]
[{"$f":"A48","v":"Project Name….."}]
[{"$f":"+A49","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"LT CABLE 4 CORE 120 mm²"]
[]
[]
[null,"Measuring Unit",{"$nulls":5},"Ru. Meter"]
[]
[null,"Item Desc.","Supply laying, connecting, testing and commissioning of LT 4 Core x 120mm sq.Aluminum Unarmoured cable for DB,S laid in trench as per routes shown in drawings."]
[]
[]
[null,"Crew Qty. for 50 Ru.meter"]
["A","Materials:"]
[]
["1.","LT 4 Core x 120mm sq.Aluminum Unarmoured cable",null,"=","676.00 Rs./Mtr"]
[null,"Add GST 17 % ",null,"=","676.00 x 17 % = 114.92 Rs./Mtr."]
[null,"Rate per Mtr ",null,"=","676.00+114.92 = 790.92 Rs.Mtr."]
["2.","LT 4 Core x 120mm sq.Aluminum Unarmoured cable",null,"=","50 Mtr  @ 790.92 Rs. / Mtr. ",null,"=",{"$f":"50*790.92","v":{"v":39546,"d":"39,546.00"}},"Rs./50 Mtr."]
["3.","Copper Aluminum Lugs incl. GST (KLAUKE GERMANY)",null,"=","6 Nos. @ 30.00+ 30.00 x 17% = 35.10 Rs./Mtr. ",null,"=",{"$f":"6*35.1","v":{"v":210.60000000000002,"d":"210.60"}},"Rs./50 Mtr."]
["4.","Bricks",null,"=","434.00 No,s @ 6.50 Rs / Nos",null,"=",{"$f":"434*6.5","v":{"v":2821,"d":"2,821.00"}},"Rs./50 Mtr."]
["5.","Wastage  ",null,"=",{"v":0.05,"d":"5%"},null,"=",{"$f":"SUM(H112:H114)*E115","v":{"v":2128.88,"d":"2,128.88"}},"Rs./50 Mtr."]
[]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H112:H115)","v":{"v":44706.479999999996,"d":"44,706.48"}},"Rs. /50 Mtr."]
["B","Equipments:"]
["1.","Plate Compacter",null,"=","1.00 Hr @ 211.48 Rs./Hrs ",null,"=",{"$f":"1*211.48","v":211.48},{"$f":"I115","v":"Rs./50 Mtr."}]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H119:H119)","v":211.48},{"$f":"I117","v":"Rs. /50 Mtr."}]
["C","Manpower :"]
["1.","Labour for Cable laying as sub-Contractor",null,"=","50.00 Mtr @ 10.00 Rs./ Ru.m",null,"=",{"$f":"10*50","v":{"v":500,"d":"500.00"}},{"$f":"I119","v":"Rs./50 Mtr."}]
["2.","Labour for Excavtion,Backfilling & Brick Laying",null,"=","476.820 @ 9.00 Rs./Cft",null,"=",{"$f":"476.82*9","v":{"v":4291.38,"d":"4,291.38"}},{"$f":"I119","v":"Rs./50 Mtr."}]
[{"$nulls":3},"=","50 x 0.3 x 0.9 = 13.500/35.32 = 476.820 Cft"]
[]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H123:H124)","v":{"v":4791.38,"d":"4,791.38"}},{"$f":"I124","v":"Rs./50 Mtr."}]
[]
["D","Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H117+H121+H127","v":{"v":49709.34,"d":"49,709.34"}},{"$f":"I127","v":"Rs./50 Mtr."}]
[]
[]
["E","Total Basic Cost (E = D /50)",{"$nulls":4},"=",{"$f":"H129/50","v":{"v":994.1868,"d":"994.19"}},"Rs./Mtr"]
[]
["F","Total Basic Cost (F = E /3.281)",{"$nulls":4},"=",{"$f":"H132/3.281","v":{"v":303.01334958854005,"d":"303.01"}},"Rs./Rft"]
[]
["G","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",{"$f":"H134*0.25","v":{"v":75.75333739713501,"d":"75.75"}},{"$f":"I134","v":"Rs./Rft"}]
[]
["H","Grand Total Cost (H  = F+G)",{"$nulls":4},"=",{"$f":"H134+H136","v":{"v":378.76668698567505,"d":"378.77"}},{"$f":"I136","v":"Rs./Rft"}]
[{"$f":"A94","v":"Project Name….."}]
[{"$f":"A95","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"LT CABLE 4 CORE 25 mm²"]
[]
[]
[null,"Measuring Unit",{"$nulls":5},"Ru. Meter"]
[]
[null,"Item Desc.","Supply laying, connecting, testing and commissioning of LT 4 Core x 25mm sq.Aluminum Unarmoured cable for Street Light laid in trench as per routes shown in drawings."]
[]
[]
[null,"Crew Qty. for 50 Ru.meter"]
["A","Materials:"]
[]
["1.","LT 4 Core x 25mm sq.Aluminum Unarmoured cable",null,"=","187.00 Rs./Mtr"]
[null,"Add GST 17 % ",null,"=","187.00 x 17 % = 31.79 Rs./Mtr."]
[null,"Rate per Mtr ",null,"=","187.00+31.79 = 218.79 Rs.Mtr."]
["2.","LT 4 Core x 25mm sq.Aluminum Unarmoured cable",null,"=","50 Mtr  @ 218.79 Rs. / Mtr. ",null,"=",{"$f":"50*218.79","v":{"v":10939.5,"d":"10,939.50"}},"Rs./50 Mtr."]
["3.","Copper Aluminum Lugs incl. GST (KLAUKE GERMANY)",null,"=","6 Nos. @ 30.00+ 30.00 x 17% = 35.10 Rs./Mtr. ",null,"=",{"$f":"6*35.1","v":{"v":210.60000000000002,"d":"210.60"}},"Rs./50 Mtr."]
["4.","Bricks",null,"=","434.00 No,s @ 6.50 Rs / Nos",null,"=",{"$f":"434*6.5","v":{"v":2821,"d":"2,821.00"}},"Rs./50 Mtr."]
["5.","Wastage  ",null,"=",{"v":0.05,"d":"5%"},null,"=",{"$f":"SUM(H157:H159)*E160","v":{"v":698.5550000000001,"d":"698.56"}},"Rs./50 Mtr."]
[]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H157:H160)","v":{"v":14669.655,"d":"14,669.66"}},"Rs. /50 Mtr."]
["B","Equipments:"]
["1.","Plate Compacter",null,"=","1.00 Hr @ 211.48 Rs./Hrs ",null,"=",{"$f":"1*211.48","v":211.48},{"$f":"I160","v":"Rs./50 Mtr."}]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H164:H164)","v":211.48},{"$f":"I162","v":"Rs. /50 Mtr."}]
["C","Manpower :"]
["1.","Labour for Cable laying as sub-Contractor",null,"=","50.00 Mtr @ 6.00 Rs./ Ru.m",null,"=",{"$f":"6*50","v":{"v":300,"d":"300.00"}},{"$f":"I164","v":"Rs./50 Mtr."}]
["2.","Labour for Excavtion,Backfilling & Brick Laying",null,"=","476.820 @ 9.00 Rs./Cft",null,"=",{"$f":"476.82*9","v":{"v":4291.38,"d":"4,291.38"}},{"$f":"I164","v":"Rs./50 Mtr."}]
[{"$nulls":3},"=","50 x 0.3 x 0.9 = 13.500/35.32 = 476.820 Cft"]
[]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H168:H169)","v":{"v":4591.38,"d":"4,591.38"}},{"$f":"I169","v":"Rs./50 Mtr."}]
[]
["D","Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H162+H166+H172","v":{"v":19472.515,"d":"19,472.52"}},{"$f":"I172","v":"Rs./50 Mtr."}]
[]
[]
["E","Total Basic Cost (E = D /50)",{"$nulls":4},"=",{"$f":"H174/50","v":{"v":389.45029999999997,"d":"389.45"}},"Rs./Mtr"]
[]
["F","Total Basic Cost (F = E /3.281)",{"$nulls":4},"=",{"$f":"H177/3.281","v":{"v":118.69865894544346,"d":"118.70"}},"Rs./Rft"]
[]
["G","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",{"$f":"H179*0.25","v":{"v":29.674664736360864,"d":"29.67"}},{"$f":"I179","v":"Rs./Rft"}]
[]
["H","Grand Total Cost (H  = F+G)",{"$nulls":4},"=",{"$f":"H179+H181","v":{"v":148.37332368180432,"d":"148.37"}},{"$f":"I181","v":"Rs./Rft"}]
[{"$f":"A139","v":"Project Name….."}]
[{"$f":"A140","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"LT CABLE 4 CORE 16 mm²"]
[]
[]
[null,"Measuring Unit",{"$nulls":5},"Ru. Meter"]
[]
[null,"Item Desc.","Supply laying, connecting, testing and commissioning of LT 4 Core x 16mm sq.Aluminum Unarmoured cable for Street Light laid in trench as per routes shown in drawings."]
[]
[]
[null,"Crew Qty. for 50 Ru.meter"]
["A","Materials:"]
[]
["1.","LT 4 Core x16mm sq.Aluminum Unarmoured cable",null,"=","130.00 Rs./Mtr"]
[null,"Add GST 17 % ",null,"=","130.00 x 17 % = 31.79 Rs./Mtr."]
[null,"Rate per Mtr ",null,"=","130.00+22.10 = 152.10 Rs.Mtr."]
["2.","LT 4 Core x 16mm sq.Aluminum Unarmoured cable",null,"=","50 Mtr  @ 152.10 Rs. / Mtr. ",null,"=",{"$f":"50*152.1","v":{"v":7605,"d":"7,605.00"}},"Rs./50 Mtr."]
["3.","Copper Aluminum Lugs incl. GST (KLAUKE GERMANY)",null,"=","6 Nos. @ 30.00+ 30.00 x 17% = 35.10 Rs./Mtr. ",null,"=",{"$f":"6*35.1","v":{"v":210.60000000000002,"d":"210.60"}},"Rs./50 Mtr."]
["4.","Bricks",null,"=","434.00 No,s @ 6.50 Rs / Nos",null,"=",{"$f":"434*6.5","v":{"v":2821,"d":"2,821.00"}},"Rs./50 Mtr."]
["5.","Wastage  ",null,"=",{"v":0.05,"d":"5%"},null,"=",{"$f":"SUM(H202:H204)*E205","v":531.83},"Rs./50 Mtr."]
[]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H202:H205)","v":{"v":11168.43,"d":"11,168.43"}},"Rs. /50 Mtr."]
["B","Equipments:"]
["1.","Plate Compacter",null,"=","1.00 Hr @ 211.48 Rs./Hrs ",null,"=",{"$f":"1*211.48","v":211.48},{"$f":"I205","v":"Rs./50 Mtr."}]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H209:H209)","v":211.48},{"$f":"I207","v":"Rs. /50 Mtr."}]
["C","Manpower :"]
["1.","Labour for Cable laying as sub-Contractor",null,"=","50.00 Mtr @ 5.00 Rs./ Ru.m",null,"=",{"$f":"5*50","v":{"v":250,"d":"250.00"}},{"$f":"I209","v":"Rs./50 Mtr."}]
["2.","Labour for Excavtion,Backfilling & Brick Laying",null,"=","476.820 @ 9.00 Rs./Cft",null,"=",{"$f":"476.82*9","v":{"v":4291.38,"d":"4,291.38"}},{"$f":"I209","v":"Rs./50 Mtr."}]
[{"$nulls":3},"=","50 x 0.3 x 0.9 = 13.500/35.32 = 476.820 Cft"]
[]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H213:H214)","v":{"v":4541.38,"d":"4,541.38"}},{"$f":"I214","v":"Rs./50 Mtr."}]
[]
["D","Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H207+H211+H217","v":{"v":15921.29,"d":"15,921.29"}},{"$f":"I217","v":"Rs./50 Mtr."}]
[]
[]
["E","Total Basic Cost (E = D /50)",{"$nulls":4},"=",{"$f":"H219/50","v":{"v":318.42580000000004,"d":"318.43"}},"Rs./Mtr"]
[]
["F","Total Basic Cost (F = E /3.281)",{"$nulls":4},"=",{"$f":"H222/3.281","v":{"v":97.05144772935081,"d":"97.05"}},"Rs./Rft"]
[]
["G","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",{"$f":"H224*0.25","v":{"v":24.262861932337703,"d":"24.26"}},{"$f":"I224","v":"Rs./Rft"}]
[]
["H","Grand Total Cost (H  = F+G)",{"$nulls":4},"=",{"$f":"H224+H226","v":{"v":121.31430966168851,"d":"121.31"}},{"$f":"I226","v":"Rs./Rft"}]
[{"$f":"A184","v":"Project Name….."}]
[{"$f":"A185","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"LT CABLE 2 CORE 2.5 mm²"]
[]
[]
[null,"Measuring Unit",{"$nulls":5},"Ru. Meter"]
[]
[null,"Item Desc.","Supply laying, connecting, testing and commissioning of LT 2 Core x 2.5mm sq.Aluminum Unarmoured cable for Street Light laid in trench as per routes shown in drawings."]
[]
[]
[null,"Crew Qty. for 50 Ru.meter"]
["A","Materials:"]
[]
["1.","LT 2 Core x2.5mm sq.Aluminum Unarmoured cable",null,"=","58.00 Rs./Mtr"]
[null,"Add GST 17 % ",null,"=","58.00 x 17 % = 9.86 Rs./Mtr."]
[null,"Rate per Mtr ",null,"=","67.86+9.86 = 67.86 Rs.Mtr."]
["2.","LT 2 Core x2.5mm sq.Aluminum Unarmoured cable",null,"=","50 Mtr  @ 67.86 Rs. / Mtr. ",null,"=",{"$f":"50*67.86","v":{"v":3393,"d":"3,393.00"}},"Rs./50 Mtr."]
["3.","Copper Aluminum Lugs incl. GST (KLAUKE GERMANY)",null,"=","6 Nos. @ 30.00+ 30.00 x 17% = 35.10 Rs./Mtr. ",null,"=",{"$f":"6*35.1","v":{"v":210.60000000000002,"d":"210.60"}},"Rs./50 Mtr."]
["5.","Wastage  ",null,"=",{"v":0.05,"d":"5%"},null,"=",{"$f":"SUM(H247:H248)*E249","v":180.18},"Rs./50 Mtr."]
[]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H247:H249)","v":{"v":3783.7799999999997,"d":"3,783.78"}},"Rs. /50 Mtr."]
["B","Manpower :"]
["1.","Foreman/Supervisor ",null,"=","1 Hr/ Mtr @ 121.15 Rs./ Hr",null,"=",{"$f":"1*121.15","v":121.15},{"$f":"I249","v":"Rs./50 Mtr."}]
["2.","Electrician ",null,"=","2.75 Hr/ Mtr. @ 80.77 Rs./ Hr",null,"=",{"$f":"2.75*80.77","v":{"v":222.11749999999998,"d":"222.12"}},{"$f":"I253","v":"Rs./50 Mtr."}]
["3.","Electrician Helper ",null," ","2.75 Hr/ No @ 47.12 Rs./ Hr ",null,"=",{"$f":"2.75*47.12","v":{"v":129.57999999999998,"d":"129.58"}},{"$f":"I251","v":"Rs. /50 Mtr."}]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H253:H255)","v":{"v":472.84749999999997,"d":"472.85"}},{"$f":"I253","v":"Rs./50 Mtr."}]
[]
["C","Total Cost (A+B)",{"$nulls":4},"=",{"$f":"H251+H256","v":{"v":4256.6275,"d":"4,256.63"}},{"$f":"I256","v":"Rs./50 Mtr."}]
[]
[]
["D","Total Basic Cost (D = C /50)",{"$nulls":4},"=",{"$f":"H258/50","v":{"v":85.13255,"d":"85.13"}},"Rs./Mtr"]
[]
["E","Total Basic Cost (E = D /3.281)",{"$nulls":4},"=",{"$f":"H261/3.281","v":{"v":25.947135019811032,"d":"25.95"}},"Rs./Rft"]
[]
["F","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",{"$f":"H263*0.25","v":{"v":6.486783754952758,"d":"6.49"}},{"$f":"I263","v":"Rs./Rft"}]
[]
["G","Grand Total Cost (G  = E+F)",{"$nulls":4},"=",{"$f":"H263+H265","v":{"v":32.43391877476379,"d":"32.43"}},{"$f":"I265","v":"Rs./Rft"}]
[{"$f":"+A229","v":"Project Name….."}]
[{"$f":"+A230","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[null,"4 CORE 25mm²  CABLE"]
[]
[null,"Measuring Unit",{"$nulls":5},"Ru. Meter"]
[]
[null,"Item Desc.","Supply laying, connecting, testing and commissioning of Cu/Pvc /Pvc 300/500V to BS:6004    4 Core 25mm² Cable  (Pakistan Brand)  laid in prelaid conduit in trench or on cable tray to be installed as per routes shown in drawings. Actual length of cable to be installed shall be practically measured at site. "]
[]
[]
[null,"Crew Qty. for 50 Ru.meter"]
["A","Materials:"]
[]
["1.","Cu/Pvc /Pvc 300/500V 4 Core 25mm² Cable ",null,"=","195.00 Rs./Mtr"]
[null,"Add GST 17 % ",null,"=","195.00 x 17% = 33.15 Rs./Mtr.",{"$nulls":5},{"$f":"195*1.17","v":228.14999999999998}]
[null,"Rate per Mtr ",null,"=","195.00+33.15 = 228.15 Rs.Mtr."]
["2.","Cu/Pvc /Pvc 300/500V 4 Core 4mm² Cable ",null,"=","50 Mtr  @ 195.00 Rs. / Mtr. ",null,"=",{"$f":"50*195","v":{"v":9750,"d":"9,750.00"}},"Rs./50 Mtr."]
["3.","Copper Aluminum Lugs incl. GST (KLAUKE GERMANY)",null,"=","8 Nos. @ 30.00+ 30.00x17%=35.10 Rs. /Mtr. ",null,"=",{"$f":"8*35.1","v":{"v":280.8,"d":"280.80"}},"Rs./50 Mtr."]
["4.","Carriage   Copper Aluminum Lugs",null,"=","Lumsum",null,"=",{"v":35,"d":"35.00"},"Rs./50 Mtr."]
["5.","Maintenance charges for replacement/ repairing"]
[null,"during defects liability period on Sr # 2 & 3",null,"=",{"v":0.1,"d":"10%"},null,"=",0,"Rs./50 Mtr."]
["6.","Wastage  ",null,"=",{"v":0.05,"d":"5%"},null,"=",{"$f":"SUM(H285:H289)*E290","v":{"v":503.28999999999996,"d":"503.29"}},"Rs./50 Mtr.",{"$nulls":3},2600]
["7.","Store Handling Charges incl. unloading",null,"=",{"v":0.02,"d":"2%"},null,"=",{"$f":"E291*H285","v":{"v":195,"d":"195.00"}},"Rs./50 Mtr.",{"$nulls":3},1000]
["8.","Shifting from Store to Site",null,"=","Lumsum",null,"=",{"v":50,"d":"50.00"},"Rs./50 Mtr.",{"$nulls":3},{"$f":"+M291+M290","v":3600}]
[]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H285:H292)","v":{"v":10814.09,"d":"10,814.09"}},"Rs. /50 Mtr."]
["B","Equipments:"]
["1.","Tools & Tackles",null,"=","Lumsum",null,"=",{"v":50,"d":"50.00"},{"$f":"I285","v":"Rs./50 Mtr."}]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H296:H296)","v":{"v":50,"d":"50.00"}},{"$f":"I294","v":"Rs. /50 Mtr."}]
["C","Manpower :"]
["1.","Foreman/Supervisor ",null,"=","1 Hr/ Mtr @ 121.15 Rs./ Hr",null,"=",{"$f":"1*121.15","v":121.15},{"$f":"I296","v":"Rs./50 Mtr."}]
["2.","Electrician ",null,"=","2.75 Hr/ Mtr. @ 80.77 Rs./ Hr",null,"=",{"$f":"2.75*80.77","v":{"v":222.11749999999998,"d":"222.12"}},{"$f":"I300","v":"Rs./50 Mtr."}]
["3.","Electrician Helper ",null," ","2.75 Hr/ No @ 47.12 Rs./ Hr ",null,"=",{"$f":"2.75*47.12","v":{"v":129.57999999999998,"d":"129.58"}},{"$f":"I298","v":"Rs. /50 Mtr."}]
[]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H300:H302)","v":{"v":472.84749999999997,"d":"472.85"}},{"$f":"I301","v":"Rs./50 Mtr."}]
[]
["D","Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H294+H298+H304","v":{"v":11336.9375,"d":"11,336.94"}},{"$f":"I304","v":"Rs./50 Mtr."}]
[]
["E"," Add 0.5 % Water Charges ",{"$nulls":4},"=",{"$f":"H306*0.5%","v":{"v":56.6846875,"d":"56.68"}},{"$f":"I304","v":"Rs./50 Mtr."}]
[]
["F","Add 5% Testing & Commissioning Charges (D+E)x 5%",{"$nulls":4},"=",{"$f":"(H306+H308)*5%","v":{"v":569.681109375,"d":"569.68"}},{"$f":"I304","v":"Rs./50 Mtr."}]
[]
["G","Total Cost (D+E+F)",{"$nulls":4},"=",{"$f":"H306+H308+H310","v":{"v":11963.303296875,"d":"11,963.30"}},{"$f":"I306","v":"Rs./50 Mtr."},null,{"$f":"H312/50/3.281","v":{"v":72.92473817052728,"d":"72.92"}}]
[]
["H","Total Basic Cost (H = G /50)",{"$nulls":4},"=",{"$f":"H312/50","v":{"v":239.2660659375,"d":"239.27"}},"Rs./Mtr"]
[]
["I","Total Basic Cost (I = H /3.281)",{"$nulls":4},"=",{"$f":"H314/3.281","v":{"v":72.92473817052728,"d":"72.92"}},"Rs./Rft"]
[]
["J","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",{"$f":"H316*0.25","v":{"v":18.23118454263182,"d":"18.23"}},{"$f":"I316","v":"Rs./Rft"}]
[]
["K","Grand Total Cost (K  = I+J)",{"$nulls":4},"=",{"$f":"H316+H318","v":{"v":91.1559227131591,"d":"91.16"}},{"$f":"I318","v":"Rs./Rft"}]
[]
[{"$f":"+A268","v":"Project Name….."}]
[{"$f":"+A269","v":"CIVIL INFRASTRUCTURE WORKS"}]
[]
["RATE ANALYSIS"]
[]
[null,"4 CORE 16mm²  CABLE"]
[]
[null,"Measuring Unit",{"$nulls":5},"Ru. Meter"]
[]
[null,"Item Desc.","Supply laying, connecting, testing and commissioning of Cu/Pvc /Pvc 300/500V to BS:6004    4 Core 16mm² Cable  (Fast  Brand)  laid in prelaid conduit in trench or on cable tray to be installed as per routes shown in drawings. Actual length of cable to be installed shall be practically measured at site. "]
[]
[]
[null,"Crew Qty. for 50 Ru.meter"]
["A","Materials:"]
[]
["1.","Cu/Pvc /Pvc 300/500V 4 Core 16mm² Cable ",null,"=","145.00 Rs./Mtr"]
[null,"Add GST 17 % ",null,"=","145 x 17% = 24.65 Rs./Mtr.",{"$nulls":5},{"$f":"145*0.17","v":24.650000000000002}]
[null,"Rate per Mtr ",null,"=","145.00+23.65= 169.65 Rs.Mtr."]
["2.","Cu/Pvc /Pvc 300/500V 4 Core 4mm² Cable ",null,"=","50 Mtr  @ 145 Rs. / Mtr. ",null,"=",{"$f":"50*145","v":{"v":7250,"d":"7,250.00"}},"Rs./50 Mtr."]
["3.","Copper Aluminum Lugs incl. GST (KLAUKE GERMANY)",null,"=","8 Nos. @ 30.00+ 30.00x17%=35.10 Rs. /Mtr. ",null,"=",{"$f":"8*35.1","v":{"v":280.8,"d":"280.80"}},"Rs./50 Mtr."]
["4.","Carriage   Copper Aluminum Lugs",null,"=","Lumsum",null,"=",{"v":35,"d":"35.00"},"Rs./50 Mtr."]
["5.","Maintenance charges for replacement/ repairing"]
[null,"during defects liability period on Sr # 2 & 3",null,"=",{"v":0.1,"d":"10%"},null,"=",0,"Rs./50 Mtr."]
["6.","Wastage  ",null,"=",{"v":0.05,"d":"5%"},null,"=",{"$f":"SUM(H340:H344)*E345","v":378.29},"Rs./50 Mtr."]
["7.","Store Handling Charges incl. unloading",null,"=",{"v":0.02,"d":"2%"},null,"=",{"$f":"E346*H340","v":{"v":145,"d":"145.00"}},"Rs./50 Mtr."]
["8.","Shifting from Store to Site",null,"=","Lumsum",null,"=",{"v":50,"d":"50.00"},"Rs./50 Mtr."]
[]
[{"$nulls":5},"Sub Total Cost A:   ","=",{"$f":"SUM(H340:H347)","v":{"v":8139.09,"d":"8,139.09"}},"Rs. /50 Mtr."]
["B","Equipments:"]
["1.","Tools & Tackles",null,"=","Lumsum",null,"=",{"v":50,"d":"50.00"},{"$f":"I340","v":"Rs./50 Mtr."}]
[]
[{"$nulls":5},"Sub Total Cost B:   ","=",{"$f":"SUM(H351:H351)","v":{"v":50,"d":"50.00"}},{"$f":"I349","v":"Rs. /50 Mtr."}]
["C","Manpower :"]
["1.","Foreman/Supervisor ",null,"=","1 Hr/ Mtr @ 121.15 Rs./ Hr",null,"=",{"$f":"1*121.15","v":121.15},{"$f":"I351","v":"Rs./50 Mtr."}]
["2.","Electrician ",null,"=","2.75 Hr/ Mtr. @ 80.77 Rs./ Hr",null,"=",{"$f":"2.75*80.77","v":{"v":222.11749999999998,"d":"222.12"}},{"$f":"I355","v":"Rs./50 Mtr."}]
["3.","Electrician Helper ",null," ","2.75 Hr/ No @ 47.12 Rs./ Hr ",null,"=",{"$f":"2.75*47.12","v":{"v":129.57999999999998,"d":"129.58"}},{"$f":"I353","v":"Rs. /50 Mtr."}]
[]
[{"$nulls":5},"Sub Total Cost C:   ","=",{"$f":"SUM(H355:H357)","v":{"v":472.84749999999997,"d":"472.85"}},{"$f":"I356","v":"Rs./50 Mtr."}]
[]
["D","Total Cost (A+B+C)",{"$nulls":4},"=",{"$f":"H349+H353+H359","v":{"v":8661.9375,"d":"8,661.94"}},{"$f":"I359","v":"Rs./50 Mtr."}]
[]
["E"," Add 0.5 % Water Charges ",{"$nulls":4},"=",{"$f":"H361*0.5%","v":{"v":43.3096875,"d":"43.31"}},{"$f":"I359","v":"Rs./50 Mtr."}]
[]
["F","Add 5% Testing & Commissioning Charges (D+E)x 5%",{"$nulls":4},"=",{"$f":"(H361+H363)*5%","v":{"v":435.26235937499996,"d":"435.26"}},{"$f":"I359","v":"Rs./50 Mtr."}]
[]
["G","Total Cost (D+E+F)",{"$nulls":4},"=",{"$f":"H361+H363+H365","v":{"v":9140.509546874999,"d":"9,140.51"}},{"$f":"I361","v":"Rs./50 Mtr."}]
[]
["H","Total Basic Cost (H = G /50)",{"$nulls":4},"=",{"$f":"H367/50","v":{"v":182.81019093749998,"d":"182.81"}},"Rs./Mtr"]
[]
["I","Total Basic Cost (I = H /3.281)",{"$nulls":4},"=",{"$f":"H369/3.281","v":{"v":55.71782716778421,"d":"55.72"}},"Rs./Rft"]
[]
["J","Overheads (In-direct Cost) 25 % ",{"$nulls":4},"=",{"$f":"H371*0.25","v":{"v":13.929456791946052,"d":"13.93"}},{"$f":"I371","v":"Rs./Rft"}]
[]
["K","Grand Total Cost (K  = I+J)",{"$nulls":4},"=",{"$f":"H371+H373","v":{"v":69.64728395973026,"d":"69.65"}},{"$f":"I373","v":"Rs./Rft"}]

{"sheet":"Pole","index":35,"n_rows":194,"n_cols":11,"rows_kept":194,"merged":[[0,0,0,7],[1,0,1,7],[5,2,6,5],[28,0,28,7],[29,0,29,7],[33,2,34,5],[56,0,56,7],[57,0,57,7],[61,2,62,5],[83,0,83,7],[84,0,84,7],[88,2,89,5],[111,0,111,7],[112,0,112,7],[116,2,117,5],[140,0,140,7],[141,0,141,7],[145,2,146,5],[167,0,167,7],[168,0,168,7],[172,2,173,5]]}
["RATE ANALYSIS"]
[{"$f":"+'CABLES RATE'!A322","v":"Project Name….."}]
[]
["6 Meter High Single Arm"]
["Measuring Unit",{"$nulls":5},"Unit : 1  No"]
["Item Desc.",null,"Supply at site, complete installation of Galvanized Octagonal or steel tubular painted street   Light  poles including provision of concrete foundation as per standards,  specifications,  drawing and approval of the Engineer \n6 Meter high Galvanized Octagonal or tubular poles with single arm for light installation"]
[]
[]
["A",null,"Material Cost"]
["(a)",null,"Market Price ",null,null,{"v":23000,"d":"23,000.00"},"Per pole"]
["(b)",null,"Transprtation Charges","=",null,0,"Per pole"]
["(c)",null,"Painting","=",null,0,"Per pole"]
[null,null,"Total Material Cost (a ~ c)  (RS) ","=",null,{"$f":"SUM(F10:F12)","v":{"v":23000,"d":"23,000.00"}},null,"--- (A)"]
[]
["B",null,"Labour + Consumables Cost"]
[null,null,"Installation Cost"]
[null,null," Unit rate","=","RS",{"$f":"F13*5%","v":{"v":1150,"d":"1150.00"}},"Per pole"]
[null,null,"Total  Labour Cost","=",null,{"$f":"F17","v":{"v":1150,"d":"1,150.00"}},null,"--- (B)"]
[null,null,"Total Material + Labour Cost (A+B)  (RS) ","=",null,{"$f":"F13+F18","v":{"v":24150,"d":"24,150.00"}}]
[]
[null,null,"Basic Unit Cost",null,null,{"$f":"F19","v":{"v":24150,"d":"24,150.00"}},"Per pole"]
[]
[null,null,"Contractor Overhead & Profit @ 25%","=",null,{"$f":"F21*25%","v":{"v":6037.5,"d":"6,037.50"}},"Per pole"]
[null,null,"Subtotal",null,null,{"$f":"SUM(F21:F23)","v":{"v":30187.5,"d":"30,187.50"}},"Per pole",{"$nulls":3},3000]
[null,null,"Income tax @ 7%",null,null,{"$f":"F24*7%","v":{"v":2113.125,"d":"2,113.13"}},"Per pole"]
[]
[null,null,"Net Unit Rate  (RS)",null,null,{"$f":"F24+F25","v":{"v":32300.625,"d":"32,301"}},"Per Pole"]
[]
[{"$f":"+A1","v":"RATE ANALYSIS"}]
[{"$f":"+A2","v":"Project Name….."}]
[]
["8 Meter High Single Arm"]
["Measuring Unit",{"$nulls":5},"Unit : 1  No"]
["Item Desc.",null,"Supply at site, complete installation of Galvanized Octagonal or steel tubular painted street   Light  poles including provision of concrete foundation as per standards,  specifications,  drawing and approval of the Engineer \n8 Meter high Galvanized Octagonal or tubular poles with single arm for light installation"]
[]
[]
["A",null,"Material Cost"]
["(a)",null,"Market Price ",null,null,{"v":28000,"d":"28,000.00"},"Per pole"]
["(b)",null,"Transprtation Charges","=",null,0,"Per pole"]
["(c)",null,"Painting","=",null,0,"Per pole"]
[null,null,"Total Material Cost (a ~ c)  (RS) ","=",null,{"$f":"SUM(F38:F40)","v":{"v":28000,"d":"28,000.00"}},null,"--- (A)"]
[]
["B",null,"Labour + Consumables Cost"]
[null,null,"Installation Cost"]
[null,null," Unit rate","=","RS",{"$f":"F41*5%","v":{"v":1400,"d":"1400.00"}},"Per pole"]
[null,null,"Total  Labour Cost","=",null,{"$f":"F45","v":{"v":1400,"d":"1,400.00"}},null,"--- (B)"]
[null,null,"Total Material + Labour Cost (A+B)  (RS) ","=",null,{"$f":"F41+F46","v":{"v":29400,"d":"29,400.00"}}]
[]
[null,null,"Basic Unit Cost",null,null,{"$f":"F47","v":{"v":29400,"d":"29,400.00"}},"Per pole"]
[]
[null,null,"Contractor Overhead & Profit @ 25%","=",null,{"$f":"F49*25%","v":{"v":7350,"d":"7,350.00"}},"Per pole"]
[null,null,"Subtotal",null,null,{"$f":"SUM(F49:F51)","v":{"v":36750,"d":"36,750.00"}},"Per pole"]
[null,null,"Income tax @ 7%",null,null,{"$f":"F52*7%","v":{"v":2572.5000000000005,"d":"2,572.50"}},"Per pole"]
[]
[null,null,"Net Unit Rate  (RS)",null,null,{"$f":"F52+F53","v":{"v":39322.5,"d":"39,323"}},"Per Pole"]
[]
[{"$f":"A29","v":"RATE ANALYSIS"}]
[{"$f":"A30","v":"Project Name….."}]
[]
["10 Meter High Single Arm"]
["Measuring Unit",{"$nulls":5},"Unit : 1  No"]
["Item Desc.",null,"Supply at site, complete installation of Galvanized Octagonal or steel tubular painted street   Light  poles including provision of concrete foundation as per standards,  specifications,  drawing and approval of the Engineer \n10 Meter high Galvanized Octagonal or tubular poles with single arm for light installation"]
[]
[]
["A",null,"Material Cost"]
["(a)",null,"Market Price ",null,null,{"v":42000,"d":"42,000.00"},"Per pole"]
["(b)",null,"Transprtation Charges","=",null,0,"Per pole"]
["(c)",null,"Painting","=",null,0,"Per pole"]
[null,null,"Total Material Cost (a ~ c)  (RS) ","=",null,{"$f":"SUM(F66:F68)","v":{"v":42000,"d":"42,000.00"}},null,"--- (A)"]
[]
["B",null,"Labour + Consumables Cost"]
[null,null,"Installation Cost"]
[null,null," Unit rate","=","RS",{"$f":"F69*5%","v":{"v":2100,"d":"2100.00"}},"Per pole"]
[null,null,"Total  Labour Cost","=",null,{"$f":"F73","v":{"v":2100,"d":"2,100.00"}},null,"--- (B)"]
[null,null,"Total Material + Labour Cost (A+B)  (RS) ","=",null,{"$f":"F69+F74","v":{"v":44100,"d":"44,100.00"}}]
[]
[null,null,"Basic Unit Cost",null,null,{"$f":"F75","v":{"v":44100,"d":"44,100.00"}},"Per pole"]
[]
[null,null,"Contractor Overhead & Profit @ 25%","=",null,{"$f":"F77*25%","v":{"v":11025,"d":"11,025.00"}},"Per pole"]
[null,null,"Subtotal",null,null,{"$f":"SUM(F77:F79)","v":{"v":55125,"d":"55,125.00"}},"Per pole"]
[null,null,"Income tax @ 7%",null,null,{"$f":"F80*7%","v":{"v":3858.7500000000005,"d":"3,858.75"}},"Per pole"]
[]
[null,null,"Net Unit Rate  (RS)",null,null,{"$f":"F80+F81","v":{"v":58983.75,"d":"58,984"}},"Per Pole"]
[{"$f":"+A29","v":"RATE ANALYSIS"}]
[{"$f":"+A30","v":"Project Name….."}]
[]
["10 Meter High Double Arm"]
["Measuring Unit",{"$nulls":5},"Unit : 1  No"]
["Item Desc.",null,"Supply at site, complete installation of Galvanized Octagonal or steel tubular painted street   Light  poles including provision of concrete foundation as per standards,  specifications,  drawing and approval of the Engineer \n10 Meter high Galvanized Octagonal or tubular poles with double arm for light installation"]
[]
[]
["A",null,"Material Cost"]
["(a)",null,"Market Price ",null,null,{"v":45000,"d":"45,000.00"},"Per pole"]
["(b)",null,"Transprtation Charges","=",null,0,"Per pole"]
["(c)",null,"Painting","=",null,0,"Per pole"]
[null,null,"Total Material Cost (a ~ c)  (RS) ","=",null,{"$f":"SUM(F93:F95)","v":{"v":45000,"d":"45,000.00"}},null,"--- (A)"]
[]
["B",null,"Labour + Consumables Cost"]
[null,null,"Installation Cost"]
[null,null," Unit rate","=","RS",{"$f":"F96*5%","v":{"v":2250,"d":"2250.00"}},"Per pole"]
[null,null,"Total  Labour Cost","=",null,{"$f":"F100","v":{"v":2250,"d":"2,250.00"}},null,"--- (B)"]
[null,null,"Total Material + Labour Cost (A+B)  (RS) ","=",null,{"$f":"F96+F101","v":{"v":47250,"d":"47,250.00"}}]
[]
[null,null,"Basic Unit Cost",null,null,{"$f":"F102","v":{"v":47250,"d":"47,250.00"}},"Per pole"]
[]
[null,null,"Contractor Overhead & Profit @ 25%","=",null,{"$f":"F104*25%","v":{"v":11812.5,"d":"11,812.50"}},"Per pole"]
[null,null,"Subtotal",null,null,{"$f":"SUM(F104:F106)","v":{"v":59062.5,"d":"59,062.50"}},"Per pole"]
[null,null,"Income tax @ 7%",null,null,{"$f":"F107*7%","v":{"v":4134.375,"d":"4,134.38"}},"Per pole"]
[]
[null,null,"Net Unit Rate  (RS)",null,null,{"$f":"F107+F108","v":{"v":63196.875,"d":"63,197"}},"Per Pole"]
[]
["RATE ANALYSIS"]
[{"$f":"+A85","v":"Project Name….."}]
[]
["12 Meter High Single Arm"]
["Measuring Unit",{"$nulls":5},"Unit : 1  No"]
["Item Desc.",null,"Supply at site, complete installation of Galvanized Octagonal or steel tubular painted street   Light  poles including provision of concrete foundation as per standards,  specifications,  drawing and approval of the Engineer \n12 Meter high Galvanized Octagonal or tubular poles with single arm for light installation"]
[]
[]
["A",null,"Material Cost"]
["(a)",null,"Market Price ",null,null,{"v":50000,"d":"50,000.00"},"Per pole"]
["(b)",null,"Transprtation Charges","=",null,0,"Per pole"]
["(c)",null,"Painting","=",null,0,"Per pole"]
[null,null,"Total Material Cost (a ~ c)  (RS) ","=",null,{"$f":"SUM(F121:F123)","v":{"v":50000,"d":"50,000.00"}},null,"--- (A)"]
[]
["B",null,"Labour + Consumables Cost"]
[null,null,"Installation Cost"]
[null,null," Unit rate","=","RS",{"$f":"F124*5%","v":{"v":2500,"d":"2500.00"}},"Per pole"]
[null,null,"Total  Labour Cost","=",null,{"$f":"F128","v":{"v":2500,"d":"2,500.00"}},null,"--- (B)"]
[null,null,"Total Material + Labour Cost (A+B)  (RS) ","=",null,{"$f":"F124+F129","v":{"v":52500,"d":"52,500.00"}}]
[]
[null,null,"Basic Unit Cost",null,null,{"$f":"F130","v":{"v":52500,"d":"52,500.00"}},"Per pole"]
[]
[null,null,"Contractor Overhead & Profit @ 25%","=",null,{"$f":"F132*25%","v":{"v":13125,"d":"13,125.00"}},"Per pole"]
[null,null,"Subtotal",null,null,{"$f":"SUM(F132:F134)","v":{"v":65625,"d":"65,625.00"}},"Per pole"]
[null,null,"Income tax @ 7%",null,null,{"$f":"F135*7%","v":{"v":4593.75,"d":"4,593.75"}},"Per pole"]
[]
[null,null,"Net Unit Rate  (RS)",null,null,{"$f":"F135+F136","v":{"v":70218.75,"d":"70,219"}},"Per Pole"]
[]
[]
[{"$f":"+A112","v":"RATE ANALYSIS"}]
[{"$f":"+A113","v":"Project Name….."}]
[]
["12 Meter High Double Arm"]
["Measuring Unit",{"$nulls":5},"Unit : 1  No"]
["Item Desc.",null,"Supply at site, complete installation of Galvanized Octagonal or steel tubular painted street   Light  poles including provision of concrete foundation as per standards,  specifications,  drawing and approval of the Engineer \n12 Meter high Galvanized Octagonal or tubular poles with double arm for light installation"]
[]
[]
["A",null,"Material Cost"]
["(a)",null,"Market Price ",null,null,{"v":55000,"d":"55,000.00"},"Per pole"]
["(b)",null,"Transprtation Charges","=",null,0,"Per pole"]
["(c)",null,"Painting","=",null,0,"Per pole"]
[null,null,"Total Material Cost (a ~ c)  (RS) ","=",null,{"$f":"SUM(F150:F152)","v":{"v":55000,"d":"55,000.00"}},null,"--- (A)"]
[]
["B",null,"Labour + Consumables Cost"]
[null,null,"Installation Cost"]
[null,null," Unit rate","=","RS",{"v":2500,"d":"2500.00"},"Per pole",{"$nulls":3},{"$f":"2500/F153","v":{"v":0.045454545454545456,"d":"4.55%"}}]
[null,null,"Total  Labour Cost","=",null,{"$f":"F157","v":{"v":2500,"d":"2,500.00"}},null,"--- (B)",null,{"v":0.05,"d":"5.00%"},{"$f":"F153*J158","v":{"v":2750,"d":"2,750.00"}}]
[null,null,"Total Material + Labour Cost (A+B)  (RS) ","=",null,{"$f":"F153+F158","v":{"v":57500,"d":"57,500.00"}}]
[]
[null,null,"Basic Unit Cost",null,null,{"$f":"F159","v":{"v":57500,"d":"57,500.00"}},"Per pole"]
[]
[null,null,"Contractor Overhead & Profit @ 25%","=",null,{"$f":"F161*25%","v":{"v":14375,"d":"14,375.00"}},"Per pole"]
[null,null,"Subtotal",null,null,{"$f":"SUM(F161:F163)","v":{"v":71875,"d":"71,875.00"}},"Per pole"]
[null,null,"Income tax @ 7%",null,null,{"$f":"F164*7%","v":{"v":5031.250000000001,"d":"5,031.25"}},"Per pole"]
[]
[null,null,"Net Unit Rate  (RS)",null,null,{"$f":"F164+F165","v":{"v":76906.25,"d":"76,906"}},"Per Pole"]
["RATE ANALYSIS"]
["ROYAL ORCHARD MULTAN"]
[]
["Solar Pole"]
["Measuring Unit",{"$nulls":5},"Unit : 1  No"]
["Item Desc.",null,"Supply at site, complete installation of Solar pole complete in all respect"]
[]
[]
["A",null,"Material Cost"]
["(a)",null,"Market Price ",null,null,{"v":45000,"d":"45,000.00"},"Per pole"]
["(b)",null,"Transprtation Charges","=",null,0,"Per pole"]
["(c)",null,"Painting","=",null,{"v":700,"d":"700.00"},"Per pole"]
[null,null,"Total Material Cost (a ~ c)  (RS) ","=",null,{"$f":"SUM(F177:F179)","v":{"v":45700,"d":"45,700.00"}},null,"--- (A)"]
[]
["B",null,"Labour + Consumables Cost"]
[null,null,"Installation Cost"]
[null,null," Unit rate","=","RS",{"v":1500,"d":"1500.00"},"Per pole"]
[null,null,"Total  Labour Cost","=",null,{"$f":"F184","v":{"v":1500,"d":"1,500.00"}},null,"--- (B)"]
[null,null,"Total Material + Labour Cost (A+B)  (RS) ","=",null,{"$f":"F180+F185","v":{"v":47200,"d":"47,200.00"}}]
[]
[null,null,"Basic Unit Cost",null,null,{"$f":"F186","v":{"v":47200,"d":"47,200.00"}},"Per pole"]
[]
[null,null,"Contractor Overhead & Profit @ 25%","=",null,{"$f":"F188*25%","v":{"v":11800,"d":"11,800.00"}},"Per pole"]
[null,null,"Subtotal",null,null,{"$f":"SUM(F188:F190)","v":{"v":59000,"d":"59,000.00"}},"Per pole"]
[null,null,"Income tax @ 7%",null,null,{"$f":"F191*7%","v":{"v":4130,"d":"4,130.00"}},"Per pole"]
[]
[null,null,"Net Unit Rate  (RS)",null,null,{"$f":"F191+F192","v":{"v":63130,"d":"63,130"}},"Per Pole"]

{"sheet":"Light Fixture","index":36,"n_rows":137,"n_cols":8,"rows_kept":137,"merged":[[0,0,0,7],[1,0,1,7],[5,2,5,5],[26,0,26,7],[27,0,27,7],[31,2,32,5],[54,0,54,7],[55,0,55,7],[59,2,60,5],[82,0,82,7],[83,0,83,7],[87,2,88,5],[110,0,110,7],[111,0,111,7],[115,2,116,5]]}
[{"$f":"+Pole!A1","v":"RATE ANALYSIS"}]
[{"$f":"+Pole!A2","v":"Project Name….."}]
[]
["LED Light 60 watt"]
["Measuring Unit",{"$nulls":5},"Unit : 1  No"]
["Item Desc.",null,"Supply of the following light fixture complete \nLED Light 60 watt"]
[]
["A",null,"Material Cost"]
["(a)",null,"Market Price LED LIGHT 60W",null,null,{"v":11500,"d":"11,500.00"}]
["(b)",null,"Lamp 250W","=",null,0]
["(c)",null,"Cable 3x4mm² (LT cable) ","=","12 mtr  x Rs 800.00/mtr=",{"$f":"12*80","v":{"v":960,"d":"960.00"}}]
[null,null,"Total Material Cost (a ~ b)  (RS) ","=",null,{"$f":"SUM(F9:F11)","v":{"v":12460,"d":"12,460.00"}},null,"--- (A)"]
[]
["B",null,"Labour + Consumables Cost"]
[null,null,"Installation Cost"]
[null,null," Unit rate","=","RS",{"v":1000,"d":"1000.00"},"Per light"]
[null,null,"Total  Labour Cost","=",null,{"$f":"F16*1","v":{"v":1000,"d":"1,000.00"}},null,"--- (B)"]
[null,null,"Total Material + Labour Cost (A+B)  (RS) ","=",null,{"$f":"F12+F17","v":{"v":13460,"d":"13,460.00"}}]
[]
[null,null,"Basic Unit Cost",null,null,{"$f":"F18","v":{"v":13460,"d":"13,460.00"}},"Per light"]
[]
[null,null,"Contractor Overhead & Profit @ 25%","=",null,{"$f":"F20*25%","v":{"v":3365,"d":"3,365.00"}},"Per light"]
[null,null,"Subtotal",null,null,{"$f":"SUM(F20:F22)","v":{"v":16825,"d":"16,825.00"}},"Per light"]
[null,null,"Income tax @ 7%",null,null,{"$f":"F23*7%","v":{"v":1177.75,"d":"1,177.75"}},"Per light"]
[]
[null,null,"Net Unit Rate  (RS)",null,null,{"$f":"F23+F24","v":{"v":18002.75,"d":"18,003"}},"Per Light"]
[{"$f":"+A1","v":"RATE ANALYSIS"}]
[{"$f":"+A2","v":"Project Name….."}]
[]
["Fancy Light "]
["Measuring Unit",{"$nulls":5},"Unit : 1  No"]
["Item Desc.",null,"Supply of the following light fixture complete \nFancy Light 5 Globe"]
[]
[]
["A",null,"Material Cost"]
["(a)",null,"Market Price Fancy Light 5 Globe",null,null,{"v":30000,"d":"30,000.00"}]
["(b)",null,"Lamp 250W","=",null,0]
["(c)",null,"Cable 3x4mm² (LT cable) ","=","12 mtr  x Rs 800.00/mtr=",{"$f":"12*80","v":{"v":960,"d":"960.00"}}]
[null,null,"Total Material Cost (a ~ b)  (RS) ","=",null,{"$f":"SUM(F36:F38)","v":{"v":30960,"d":"30,960.00"}},null,"--- (A)"]
[]
["B",null,"Labour + Consumables Cost"]
[null,null,"Installation Cost"]
[null,null," Unit rate","=","RS",{"v":1250,"d":"1250.00"},"Per light"]
[null,null,"Total  Labour Cost","=",null,{"$f":"F43*1","v":{"v":1250,"d":"1,250.00"}},null,"--- (B)"]
[null,null,"Total Material + Labour Cost (A+B)  (RS) ","=",null,{"$f":"F39+F44","v":{"v":32210,"d":"32,210.00"}}]
[]
[null,null,"Basic Unit Cost",null,null,{"$f":"F45","v":{"v":32210,"d":"32,210.00"}},"Per light"]
[]
[null,null,"Contractor Overhead & Profit @ 25%","=",null,{"$f":"F47*25%","v":{"v":8052.5,"d":"8,052.50"}},"Per light"]
[null,null,"Subtotal",null,null,{"$f":"SUM(F47:F49)","v":{"v":40262.5,"d":"40,262.50"}},"Per light"]
[null,null,"Income tax @ 7%",null,null,{"$f":"F50*7%","v":{"v":2818.3750000000005,"d":"2,818.38"}},"Per light"]
[]
[null,null,"Net Unit Rate  (RS)",null,null,{"$f":"F50+F51","v":{"v":43080.875,"d":"43,081"}},"Per Light"]
[]
[{"$f":"+A27","v":"RATE ANALYSIS"}]
[{"$f":"+A28","v":"Project Name….."}]
[]
["Fancy Light "]
["Measuring Unit",{"$nulls":5},"Unit : 1  No"]
["Item Desc.",null,"Supply of the following light fixture complete \nFancy Light13 Globe"]
[]
[]
["A",null,"Material Cost"]
["(a)",null,"Market Price Fancy Light 13 Globe",null,null,{"v":65000,"d":"65,000.00"}]
["(b)",null,"Lamp 250W","=",null,0]
["(c)",null,"Cable 3x4mm² (LT cable) ","=","12 mtr  x Rs 800.00/mtr=",{"$f":"12*80","v":{"v":960,"d":"960.00"}}]
[null,null,"Total Material Cost (a ~ b)  (RS) ","=",null,{"$f":"SUM(F64:F66)","v":{"v":65960,"d":"65,960.00"}},null,"--- (A)"]
[]
["B",null,"Labour + Consumables Cost"]
[null,null,"Installation Cost"]
[null,null," Unit rate","=","RS",{"v":1400,"d":"1400.00"},"Per light"]
[null,null,"Total  Labour Cost","=",null,{"$f":"F71*1","v":{"v":1400,"d":"1,400.00"}},null,"--- (B)"]
[null,null,"Total Material + Labour Cost (A+B)  (RS) ","=",null,{"$f":"F67+F72","v":{"v":67360,"d":"67,360.00"}}]
[]
[null,null,"Basic Unit Cost",null,null,{"$f":"F73","v":{"v":67360,"d":"67,360.00"}},"Per light"]
[]
[null,null,"Contractor Overhead & Profit @ 25%","=",null,{"$f":"F75*25%","v":{"v":16840,"d":"16,840.00"}},"Per light"]
[null,null,"Subtotal",null,null,{"$f":"SUM(F75:F77)","v":{"v":84200,"d":"84,200.00"}},"Per light"]
[null,null,"Income tax @ 7%",null,null,{"$f":"F78*7%","v":{"v":5894.000000000001,"d":"5,894.00"}},"Per light"]
[]
[null,null,"Net Unit Rate  (RS)",null,null,{"$f":"F78+F79","v":{"v":90094,"d":"90,094"}},"Per Light"]
[]
[{"$f":"+A55","v":"RATE ANALYSIS"}]
[{"$f":"+A56","v":"Project Name….."}]
[]
["Fancy Light "]
["Measuring Unit",{"$nulls":5},"Unit : 1  No"]
["Item Desc.",null,"Supply of the following light fixture complete \nFancy Light 31 Globe"]
[]
[]
["A",null,"Material Cost"]
["(a)",null,"Market Price Fancy Light 31 Globe",null,null,{"v":140000,"d":"140,000.00"}]
["(b)",null,"Lamp 250W","=",null,0]
["(c)",null,"Cable 3x4mm² (LT cable) ","=","12 mtr  x Rs 800.00/mtr=",{"$f":"12*80","v":{"v":960,"d":"960.00"}}]
[null,null,"Total Material Cost (a ~ b)  (RS) ","=",null,{"$f":"SUM(F92:F94)","v":{"v":140960,"d":"140,960.00"}},null,"--- (A)"]
[]
["B",null,"Labour + Consumables Cost"]
[null,null,"Installation Cost"]
[null,null," Unit rate","=","RS",{"v":1800,"d":"1800.00"},"Per light"]
[null,null,"Total  Labour Cost","=",null,{"$f":"F99*1","v":{"v":1800,"d":"1,800.00"}},null,"--- (B)"]
[null,null,"Total Material + Labour Cost (A+B)  (RS) ","=",null,{"$f":"F95+F100","v":{"v":142760,"d":"142,760.00"}}]
[]
[null,null,"Basic Unit Cost",null,null,{"$f":"F101","v":{"v":142760,"d":"142,760.00"}},"Per light"]
[]
[null,null,"Contractor Overhead & Profit @ 25%","=",null,{"$f":"F103*25%","v":{"v":35690,"d":"35,690.00"}},"Per light"]
[null,null,"Subtotal",null,null,{"$f":"SUM(F103:F105)","v":{"v":178450,"d":"178,450.00"}},"Per light"]
[null,null,"Income tax @ 7%",null,null,{"$f":"F106*7%","v":{"v":12491.500000000002,"d":"12,491.50"}},"Per light"]
[]
[null,null,"Net Unit Rate  (RS)",null,null,{"$f":"F106+F107","v":{"v":190941.5,"d":"190,942"}},"Per Light"]
[]
[{"$f":"+A83","v":"RATE ANALYSIS"}]
[{"$f":"+A84","v":"Project Name….."}]
[]
["Fancy Light "]
["Measuring Unit",{"$nulls":5},"Unit : 1  No"]
["Item Desc.",null,"Supply of the following light fixture complete Solar Light including Testing Commisioning "]
[]
[]
["A",null,"Material Cost"]
["(a)",null,"Market Price Solar Light  with testing & Commisioning",null,null,{"v":69500,"d":"69,500.00"}]
["(b)",null,"Lamp 250W","=",null,0]
["(c)",null,"Cable 3x4mm² (LT cable) ","=","12 mtr  x Rs 800.00/mtr=",{"$f":"12*80","v":{"v":960,"d":"960.00"}}]
[null,null,"Total Material Cost (a ~ b)  (RS) ","=",null,{"$f":"SUM(F120:F122)","v":{"v":70460,"d":"70,460.00"}},null,"--- (A)"]
[]
["B",null,"Labour + Consumables Cost"]
[null,null,"Installation Cost"]
[null,null," Unit rate","=","RS",{"v":1800,"d":"1800.00"},"Per light"]
[null,null,"Total  Labour Cost","=",null,{"$f":"F127*1","v":{"v":1800,"d":"1,800.00"}},null,"--- (B)"]
[null,null,"Total Material + Labour Cost (A+B)  (RS) ","=",null,{"$f":"F123+F128","v":{"v":72260,"d":"72,260.00"}}]
[]
[null,null,"Basic Unit Cost",null,null,{"$f":"F129","v":{"v":72260,"d":"72,260.00"}},"Per light"]
[]
[null,null,"Contractor Overhead & Profit @ 25%","=",null,{"$f":"F131*25%","v":{"v":18065,"d":"18,065.00"}},"Per light"]
[null,null,"Subtotal",null,null,{"$f":"SUM(F131:F133)","v":{"v":90325,"d":"90,325.00"}},"Per light"]
[null,null,"Income tax @ 7%",null,null,{"$f":"F134*7%","v":{"v":6322.750000000001,"d":"6,322.75"}},"Per light"]
[]
[null,null,"Net Unit Rate  (RS)",null,null,{"$f":"F134+F135","v":{"v":96647.75,"d":"96,648"}},"Per Light"]

{"sheet":"Tranformer Pad Foundations ","index":37,"n_rows":37,"n_cols":20,"rows_kept":37,"merged":[[2,6,2,7],[5,2,5,5],[8,2,8,5],[12,2,12,5],[15,2,15,5],[20,2,20,5],[24,2,24,5],[28,2,28,5],[31,2,31,5],[34,2,34,5]]}
["COST OF ONE NO. 100-200 KVA PAD MOUNTED TRANSFORMER FOUNDATION"]
["Project: "]
["Sr.\nNo.","Description","No","L","B","H","Quantity ",null,"Rate (Rs.)","Amount (Rs.)","Remarks","Length",null,null,"width",null,null,"Height"]
[1,"Excavation",{"$nulls":9},"mm","in","ft","mm","in","ft","mm","in","ft"]
[null," ",1,{"v":8,"d":"8.000"},{"v":3.5,"d":"3.500"},{"v":4.5,"d":"4.500"},{"$f":"C5*D5*E5*F5","v":{"v":126,"d":"126.000"}},"Cft",{"$nulls":3},{"$f":"2650","v":2650},{"$f":"L5/25","v":106},{"$f":"M5/12","v":8.833333333333334},1800,{"$f":"O5/25","v":72},{"$f":"P5/12","v":6},{"$f":"100+150+350+600","v":1200},{"$f":"R5/25","v":48},{"$f":"S5/12","v":4}]
[null,null,"Total Qty.",{"$nulls":3},{"$f":"SUM(G5:G5)","v":{"v":126,"d":"126.000"}},"Cft",5.77,{"$f":"G6*I6","v":727.02}]
[2,"Concrete"]
[null,"Lean Concrete(1:4:8)",1,{"v":8.83,"d":"8.830"},3.667,"-",{"$f":"C8*D8*E8","v":{"v":32.37961,"d":"32.380"}},"Sft",{"$nulls":3},{"$f":"2650","v":2650},{"$f":"L8/25","v":106},{"$f":"M8/12","v":8.833333333333334},1100,{"$f":"O8/25","v":44},{"$f":"P8/12","v":3.6666666666666665},100,{"$f":"R8/25","v":4},{"$f":"S8/12","v":0.3333333333333333}]
[null,null,"Total Qty.",{"$nulls":3},{"$f":"SUM(G8:G8)","v":{"v":32.37961,"d":"32.380"}},"Sft",173.99,{"$f":"ROUND((G9*I9),0)","v":{"v":5634,"d":"5,634.00"}}]
[3,"Concrete at E.L. 2.00' from Lean Bottom"]
[null,"Concrete base at Section X-X (1:4:8)",2,{"v":6,"d":"6.000"},{"v":0.17,"d":"0.170"},"-",{"$f":"C11*D11*E11","v":{"v":2.04,"d":"2.040"}},"Sft",{"$nulls":3},1800,{"$f":"L11/25","v":72},{"$f":"M11/12","v":6},50,{"$f":"O11/25","v":2},{"$f":"P11/12","v":0.16666666666666666},250,{"$f":"R11/25","v":10},{"$f":"S11/12","v":0.8333333333333334}]
[null,"Concrete base at Section Y-Y (1:4:8)",1,{"v":8.83,"d":"8.830"},{"v":3.3,"d":"3.300"},"-",{"$f":"C12*D12*E12","v":29.139},"Sft",{"$nulls":3},2650,{"$f":"L12/25","v":106},{"$f":"M12/12","v":8.833333333333334},{"$f":"1900-230-450-230","v":990},{"$f":"O12/25","v":39.6},{"$f":"P12/12","v":3.3000000000000003},250,{"$f":"R12/25","v":10},{"$f":"S12/12","v":0.8333333333333334}]
[null,null,"Total Qty.",{"$nulls":3},{"$f":"SUM(G10:G12)","v":31.179},"Sft",173.99,{"$f":"ROUND((G13*I13),0)","v":{"v":5425,"d":"5,425.00"}}]
[4,"Concrete"]
[null,"Concrete Base (1:2:4)",1,8.167,5.667,"-",{"$f":"C15*D15*E15","v":{"v":46.282388999999995,"d":"46.282"}},"Sft",{"$nulls":3},2450,{"$f":"L15/25","v":98},{"$f":"M15/12","v":8.166666666666666},1700,{"$f":"O15/25","v":68},{"$f":"P15/12","v":5.666666666666667},450,{"$f":"R15/25","v":18},{"$f":"S15/12","v":1.5}]
[null,null,"Total Qty.",{"$nulls":3},{"$f":"SUM(G15:G15)","v":{"v":46.282388999999995,"d":"46.282"}},"Sft",224.95,{"$f":"ROUND((G16*I16),0)","v":{"v":10411,"d":"10,411.00"}}]
[]
[5,"Brick Masonry (9\" thick)"]
[null,"Section X-X",2,8.167,0.75,3.667,{"$f":"C19*D19*E19*F19","v":{"v":44.922583499999995,"d":"44.923"}},"cft",{"$nulls":3},2450,{"$f":"L19/25","v":98},{"$f":"M19/12","v":8.166666666666666},230,{"$f":"O19/25","v":9.2},{"$f":"P19/12","v":0.7666666666666666},{"$f":"150+350+600","v":1100},{"$f":"R19/25","v":44},{"$f":"S19/12","v":3.6666666666666665}]
[null,"Section Y-Y",2,{"v":1.5,"d":"1.500"},0.75,3.667,{"$f":"C20*D20*E20*F20","v":{"v":8.25075,"d":"8.251"}},"cft",{"$nulls":3},450,{"$f":"L20/25","v":18},{"$f":"M20/12","v":1.5},230,{"$f":"O20/25","v":9.2},{"$f":"P20/12","v":0.7666666666666666},{"$f":"150+350+600","v":1100},{"$f":"R20/25","v":44},{"$f":"S20/12","v":3.6666666666666665}]
[null,null,"Total Qty.",{"$nulls":3},{"$f":"SUM(G19:G20)","v":{"v":53.1733335,"d":"53.173"}},"Cft",186.57,{"$f":"ROUND((G21*I21),0)","v":{"v":9921,"d":"9,921.00"}}]
[6,"Plaster Work {Internal Plaster (12mm)}"]
[null,"Section X-X",2,{"v":6.63,"d":"6.630"},0,3.667,{"$f":"C23*D23*F23","v":{"v":48.62441999999999,"d":"48.624"}},"Sft",{"$nulls":3},1990,{"$f":"L23/25","v":79.6},{"$f":"M23/12","v":6.633333333333333},12,{"$f":"O23/25","v":0.48},{"$f":"P23/12","v":0.04},{"$f":"150+350+600","v":1100},{"$f":"R23/25","v":44},{"$f":"S23/12","v":3.6666666666666665}]
[null,"Section Y-Y",2,{"v":1.5,"d":"1.500"},0,3.667,{"$f":"C24*D24*F24","v":11.001},"Sft",{"$nulls":3},450,{"$f":"L24/25","v":18},{"$f":"M24/12","v":1.5},12,{"$f":"O24/25","v":0.48},{"$f":"P24/12","v":0.04},{"$f":"150+350+600","v":1100},{"$f":"R24/25","v":44},{"$f":"S24/12","v":3.6666666666666665}]
[null,null,"Total Qty.",{"$nulls":3},{"$f":"SUM(G23:G24)","v":{"v":59.62541999999999,"d":"59.625"}},"Sft",19.29,{"$f":"ROUND((G25*I25),0)","v":{"v":1150,"d":"1,150.00"}}]
[7,"Pointing / Stucking (external)"]
[null,"Section X-X",2,8.167,0,3.667,{"$f":"C27*D27*F27","v":{"v":59.896778,"d":"59.897"}},"Sft",{"$nulls":3},2450,{"$f":"L27/25","v":98},{"$f":"M27/12","v":8.166666666666666},12,{"$f":"O27/25","v":0.48},{"$f":"P27/12","v":0.04},{"$f":"150+350+600","v":1100},{"$f":"R27/25","v":44},{"$f":"S27/12","v":3.6666666666666665}]
[null,"Section Y-Y",2,{"v":3,"d":"3.000"},0,3.667,{"$f":"C28*D28*F28","v":22.002},"Sft",{"$nulls":3},{"$f":"450+230+230","v":910},{"$f":"L28/25","v":36.4},{"$f":"M28/12","v":3.033333333333333},12,{"$f":"O28/25","v":0.48},{"$f":"P28/12","v":0.04},{"$f":"150+350+600","v":1100},{"$f":"R28/25","v":44},{"$f":"S28/12","v":3.6666666666666665}]
[null,null,"Total Qty.",{"$nulls":3},{"$f":"SUM(G27:G28)","v":{"v":81.898778,"d":"81.899"}},"Sft",8.16,{"$f":"G29*I29","v":{"v":668.29402848,"d":"668.29"}}]
[8,"Y RAG bolt & Nut (22mm & 200mm long)"]
[null,"Y RAG bolt & Nut (22mm & 200mm long)",4,{"$nulls":3},{"$f":"C31","v":{"v":4,"d":"4.000"}},"No",null,null,"Light pole foundation",200,{"$f":"L31/25","v":8},{"$f":"M31/12","v":0.6666666666666666},12,{"$f":"O31/25","v":0.48},{"$f":"P31/12","v":0.04},{"$f":"150+350+600","v":1100},{"$f":"R31/25","v":44},{"$f":"S31/12","v":3.6666666666666665}]
[null,null,"Total Qty.",{"$nulls":3},{"$f":"SUM(G31:G31)","v":{"v":4,"d":"4.000"}},"No",{"v":320,"d":"320.00"},{"$f":"G32*I32","v":{"v":1280,"d":"1,280.00"}}]
[9,"RCC Pipe (150 mm)"]
[null,"RCC Pipe (150 mm)",4,{"v":0.83,"d":"0.830"},null,null,{"$f":"C34*D34","v":{"v":3.32,"d":"3.320"}},"Rft",null,null,"RCC Pipe 6\" Dia",150,{"$f":"L34/25","v":6},{"$f":"M34/12","v":0.5},12,{"$f":"O34/25","v":0.48},{"$f":"P34/12","v":0.04},{"$f":"150+350+600","v":1100},{"$f":"R34/25","v":44},{"$f":"S34/12","v":3.6666666666666665}]
[null,null,"Total Qty.",{"$nulls":3},{"$f":"SUM(G34:G34)","v":{"v":3.32,"d":"3.320"}},"Rft",{"v":444.3,"d":"444.30"},{"$f":"G35*I35","v":{"v":1475.076,"d":"1,475.08"}}]
[null,"Labour Rate @ 3500/No",{"$nulls":7},{"v":3500,"d":"3,500.00"},"M.Akram File No.106"]
[null,"Total Amount.(Rs.)",{"$nulls":7},{"$f":"ROUND(SUM(J4:J36),0)","v":{"v":40191,"d":"40,191.00"}}]

{"sheet":"Material Calculation","index":38,"n_rows":11,"n_cols":8,"rows_kept":11,"merged":[[1,0,2,7],[4,1,4,2],[12,0,13,0]]}
[]
["PREPRATION OF ITEM RATE ''EXCAVATION AND BACKFILL'' ( R.C.C Pipe)"]
[]
[null,"For 1.5M Depth"]
["A","Excavation & Back filling"]
["1.","Excavation",null,"=","63.492*(0.300+0.450+0.300) x 1.50","=",{"$f":"63.492*1.05*1.5","v":{"v":99.9999,"d":"100.000"}},"Cu.m"]
[null,"Deduction"]
["2.","Pipe","πd²/4 = 3.14*(0.450)/4 = 0.159SM","=","57.72 x 0.159 ","=",{"$f":"-63.492*0.159","v":{"v":-10.095228,"d":"(10.095)"}},"Cu.m"]
["3.","Sand",null,"=","57.72*(0.300+0.450+0.300) x 0.150",null,{"$f":"-63.492*1.05*0.15","v":{"v":-9.99999,"d":"(10.000)"}},"Cu.m"]
[]
["4.","Backfilling","4 = 1-(2+3)",null,null,"=",{"$f":"SUM(G6:G9)","v":{"v":79.904682,"d":"79.90"}},"Cu.m"]

{"sheet":"Material Rates","index":39,"n_rows":9,"n_cols":8,"rows_kept":9,"merged":[[1,0,2,9],[4,1,4,2],[10,0,11,0]]}
[]
["PREPRATION OF ITEM RATE FOR 37mm THICK SAND CUSHION"]
[]
[]
["A","37mm thick sand cushion"]
[null,"Material Analysis:"]
["1.","Volume in 1Sq.m",null,"=","3.281*3.281*0.1213","=",{"$f":"3.281*3.281*0.1213","v":{"v":1.3057897693000002,"d":"1.306"}},"Cft / Sq.m"]
["2.","Add: 30% Copmaction",null,"=","1.306*30%","=",{"$f":"G7*30%","v":{"v":0.39173693079000005,"d":"0.39"}},"Cft / Sq.m"]
["3.","Quantity used in 1 Sq.m (3 = 1+2)",{"$nulls":3},"=",{"$f":"SUM(G7:G8)","v":{"v":1.6975267000900003,"d":"1.70"}},"Cft / Sq.m"]

{"sheet":"C.Mortor13mm thick","index":40,"n_rows":22,"n_cols":9,"rows_kept":22,"merged":[[1,0,1,10],[21,1,21,2]]}
[]
["PREPRATION OF ITEM RATE  USED FOR \"CEMENT SAND MORTOR \""]
[]
[]
[null,"50mm Cement mortor  Ratio 1:2"]
[]
[null,"Measuring Unit",{"$nulls":6},"Sq. M"]
[]
[]
[null,"DETAIL FOR 100 SQFT. OR 9.28 SQM."]
[]
["A","Material Analysis:"]
["1.","Wet volume of Mortar ",null,"=","100 x 1.969/12","=",{"$f":"100*1.969/12","v":{"v":16.408333333333335,"d":"16.408"}},"Cft"]
["2.","Add: 1/3rd for shrinkage",null,"=","16.408 x 1/3   ","=",{"$f":"16.408*1/3","v":{"v":5.469333333333334,"d":"5.469"}},"Cft"]
["3.","Sub-Total (Sr. # 1 & 2)",null,"=","16.408 + 5.469","=",{"$f":"SUM(G13:G14)","v":{"v":21.87766666666667,"d":"21.88"}},"Cft"]
["4.","Add: 5% Wastage on Sr. # 3",null,"=","21.88 x 5%","=",{"$f":"21.88*5%","v":1.094},"Cft"]
["5.","G-Total (Sr. # 3 & 4)",null,"=","21.88 + 1.094","=",{"$f":"SUM(G15:G16)","v":{"v":22.97166666666667,"d":"22.97"}},"Cft"]
[]
["a.","Ratio of Mortar:",null,"=","(1 : 2)"]
[null,"Sum of Ratio",null,"=","1 + 2 = 3"]
["1.","Cement",null,"=","(22.97/3)/1.25","=",{"$f":"(22.97/3)/1.25","v":{"v":6.125333333333333,"d":"6.125"}},"Bags"]
["2.","Sand Local",null,"=","(22.97/3) x 2 ","=",{"$f":"(22.97/3)*2","v":{"v":15.313333333333333,"d":"15.313"}},"Cft"]

{"sheet":"Material","index":41,"n_rows":38,"n_cols":14,"rows_kept":38}
["PREPRATION OF ITEM RATE "]
[]
[]
[]
[]
[null,"Measuring Unit",{"$nulls":5},"100 Ru.M"]
[]
[null,"Concrete 1:2:4 Ratio"]
[]
[]
["A","Material Analysis:"]
["1.","Wet Volume of Concrete (Bed)",null,"=","100.00 x 0.100 x 0.05",null,"=",{"$f":"100*0.1*0.05","v":{"v":0.5,"d":"0.500"}},"M³"]
["2.","Wet Volume of Concrete (Sides)",null,"=","100.00 x 0.075 x (0.075 + 0.00)/2",null,"=",{"$f":"100*0.075*(0.075+0)/2","v":{"v":0.28125,"d":"0.281"}},"M³"]
["3.","Total Wet Volume of Concrete",null,"=","0.500+0.281",null,"=",{"$f":"H12+H13","v":{"v":0.78125,"d":"0.781"}},"M³"]
["4.","Dry Volume of Concete",null,"=","0.781 x 1.54",null,"=",{"$f":"H14*1.54","v":{"v":1.203125,"d":"1.203"}},"M³"]
["3.","Add. 5% Wastage on Sr. # 2",null,"=","1.203 x 5%",null,"=",{"$f":"H15*0.05","v":{"v":0.06015625,"d":"0.060"}},"M³"]
["4.","G.Total (Sr. # 3 & 4)",null,"=","1.203+0.060",null,"=",{"$f":"H15+H16","v":{"v":1.26328125,"d":"1.263"}},"M³",null,null,0.045,{"$f":"L17/35.315","v":1.2742460710746142E-3},{"$f":"H17/M17","v":{"v":991.3950520833332,"d":"991.40"}}]
[null,"Ratio Of Mortar",null,"=","(1:2:4)"]
[null,"Sum of Ratio",null,"=","1+2+4 = 7"]
["i","Cement",null,"=","((1.263 x 35.315)/7)/1.25",null,"=",{"$f":"((H17*35.315)/7)/1.25","v":{"v":5.0986031249999995,"d":"5.10"}},"Bags",null,{"$f":"H20*1350","v":{"v":6883.114218749999,"d":"6,883.11"}}]
["ii","Sand   ",null,"=","((1.263 x 35.315)/7) x 2",null,"=",{"$f":"((H17*35.315)/7)*2","v":{"v":12.746507812499999,"d":"12.747"}},"Cft"]
["ii","Crush ",null,"=","((1.263 x 35.315)/7) x 4",null,"=",{"$f":"((H17*35.315)/7)*4","v":{"v":25.493015624999998,"d":"25.493"}},"Cft"]
[]
[null,"Cement Mortor 1:3 Ratio"]
[]
["A","Material Analysis:"]
["1.","Wet Volume of Mortor (Bed)",null,"=","100.00 x 0.05 x 0.05",null,"=",{"$f":"100*0.05*0.05","v":{"v":0.25,"d":"0.250"}},"M³"]
["4.","Dry Volume of Mortor",null,"=","0.250 x 1.27",null,"=",{"$f":"H27*1.27","v":{"v":0.3175,"d":"0.318"}},"M³"]
["3.","Add. 5% Wastage on Sr. # 2",null,"=","0.318 x 5%",null,"=",{"$f":"H28*0.05","v":{"v":0.015875,"d":"0.016"}},"M³"]
["4.","G.Total (Sr. # 2 & 3)",null,"=","0.318+0.016",null,"=",{"$f":"H28+H29","v":{"v":0.333375,"d":"0.333"}},"M³",null,null,0.045,{"$f":"L30/35.315","v":1.2742460710746142E-3},{"$f":"H30/M30","v":{"v":261.62529166666667,"d":"261.63"}}]
[null,"Ratio Of Mortar",null,"=","(1:3)"]
[null,"Sum of Ratio",null,"=","1+3 = 4"]
["i","Cement",null,"=","((0.333 x 35.315)/3)/1.25",null,"=",{"$f":"((H30*35.315)/4)/1.25","v":{"v":2.354627625,"d":"2.35"}},"Bags",null,{"$f":"H33*1350","v":{"v":3178.74729375,"d":"3,178.75"}}]
["ii","Sand   ",null,"=","((0.333 x 35.315)/7) x 2",null,"=",{"$f":"((H30*35.315)/4)*3","v":{"v":8.829853593749998,"d":"8.830"}},"Cft"]
[]
[null,"Total Cement Used",{"$nulls":5},{"$f":"H20+H33","v":{"v":7.4532307499999995,"d":"7.453"}},{"$f":"I33","v":"Bags"}]
[null,"Total Sand",{"$nulls":5},{"$f":"H21+H34","v":{"v":21.576361406249998,"d":"21.576"}},{"$f":"I34","v":"Cft"}]
[null,"Total Crush",{"$nulls":5},{"$f":"H22","v":{"v":25.493015624999998,"d":"25.493"}},{"$f":"I37","v":"Cft"}]

{"sheet":"Water Supply  Valve Chamber","index":42,"n_rows":54,"n_cols":19,"rows_kept":54,"merged":[[2,6,2,9],[3,6,3,7],[10,2,10,5],[13,2,13,5],[18,2,18,5],[26,2,26,5],[35,2,35,5],[38,2,38,5],[41,2,41,5],[44,2,44,5],[47,2,47,5],[50,2,50,5],[55,0,55,1]]}
["VALVE CHAMBER "]
["Water Supply System"]
["Sr\nNo","Description","No","L","B","H","Quantity ",{"$nulls":3},"Rate \n(Rs.)","Amount (Rs.)","Remarks"]
[1,"Excavation"]
[null,"4\", H = 3+0.33+1+0.67+0.25 = 5.25'",1,{"v":0,"d":"0.000"},{"v":0,"d":"0.000"},{"$f":"3+0.33+1+0.67+0.25","v":{"v":5.25,"d":"5.250"}},{"v":0,"d":"0.000"}]
[null,"6\", H = 3+0.5+1+0.67+0.25 = 5.42'",1,{"v":0,"d":"0.000"},{"v":0,"d":"0.000"},{"$f":"3+0.5+1+0.67+0.25","v":{"v":5.42,"d":"5.420"}},{"v":0,"d":"0.000"}]
[null,"8\", H = 3+0.67+1+0.67+0.25 = 5.59'",1,{"v":0,"d":"0.000"},{"v":0,"d":"0.000"},{"$f":"3+0.67+1+0.67+0.25","v":{"v":5.59,"d":"5.590"}},{"v":0,"d":"0.000"}]
[null,"10\", H = 3+0.83+1+0.67+0.25 = 5.75'",1,{"v":0,"d":"0.000"},{"v":0,"d":"0.000"},{"$f":"3+0.83+1+0.67+0.25","v":{"v":5.75,"d":"5.750"}},{"v":0,"d":"0.000"}]
[null,"12\", H = 3+1+1+0.67+0.25 = 5.92'",1,{"v":0,"d":"0.000"},{"v":0,"d":"0.000"},{"$f":"3+1+1+0.67+0.25","v":{"v":5.92,"d":"5.920"}},{"v":0,"d":"0.000"}]
[null,"Avg H = 5.586'",1,{"$f":"0.333+0.75+3.5+0.75+0.333","v":5.666},{"$f":"0.333+0.75+3.5+0.75+0.333","v":5.666},{"$f":"AVERAGE(F5:F9)","v":5.586},{"$f":"C10*D10*E10*F10","v":{"v":179.33046381600005,"d":"179.330"}},{"$nulls":3},0,{"$f":"G10*K10","v":0}]
[null,null,"Total Qty.",{"$nulls":3},{"$f":"SUM(G10:G10)","v":{"v":179.33046381600005,"d":"179.330"}},"Cft",{"$f":"G11/35.32","v":{"v":5.077306450056627,"d":"5.077"}},"CM",{"v":419.7,"d":"419.70"},{"$f":"I11*K11","v":{"v":2130.9455170887663,"d":"2,130.95"}}]
[2,"Lean Concrete"]
[null,"Lean Bed",1,{"$f":"0.333+0.75+3.5+0.75+0.333","v":5.666},{"$f":"0.333+0.75+3.5+0.75+0.333","v":5.666},{"v":0.25,"d":"0.250"},{"$f":"C13*D13*E13*F13","v":{"v":8.025889000000001,"d":"8.026"}}]
[null,null,"Total Qty.",{"$nulls":3},{"$f":"SUM(G13)","v":{"v":8.025889000000001,"d":"8.026"}},"Cft",{"$f":"G14/35.32","v":{"v":0.22723355039637602,"d":"0.227"}},"CM",{"v":8380.4,"d":"8,380.40"},{"$f":"I14*K14","v":{"v":1904.3080457417896,"d":"1,904.31"}}]
[3,"RCC Concrete Class A1"]
[null,"Foundation/Base Slab",1,{"$f":"0.75+3.5+0.75","v":{"v":5,"d":"5.000"}},{"$f":"0.75+3.5+0.75","v":{"v":5,"d":"5.000"}},0.667,{"$f":"C16*D16*E16*F16","v":16.675}]
[null,"Pipe Support (9\"x9\"x1'-00\")",1,{"v":0.75,"d":"0.750"},{"v":0.75,"d":"0.750"},{"v":1,"d":"1.000"},{"$f":"C17*D17*E17*F17","v":{"v":0.5625,"d":"0.563"}}]
[null,"Cover",1,{"$f":"3.75/12+2","v":{"v":2.3125,"d":"2.313"}},{"$f":"3.75/12+2","v":{"v":2.3125,"d":"2.313"}},{"$f":"(0.25+0.333)/2","v":{"v":0.2915,"d":"0.292"}},{"$f":"D18*F18","v":{"v":0.6740937499999999,"d":"0.674"}},{"$nulls":6},{"$f":"G18/35.32","v":0.019085327010192523},{"$f":"N18*K19","v":{"v":193.22538539602206,"d":"193.23"}},null,69.25,null,69.25]
[null,null,"Total Qty.",{"$nulls":3},{"$f":"SUM(G16:G18)","v":{"v":17.91159375,"d":"17.912"}},"Cft",{"$f":"G19/35.32","v":{"v":0.5071232658550396,"d":"0.507"}},"CM",{"v":10124.29,"d":"10,124.29"},{"$f":"I19*K19","v":{"v":5134.26300926352,"d":"5,134.26"}},null,{"$f":"3.5/1000","v":0.0035},{"$f":"N19*K39","v":{"v":355.489645,"d":"355.49"}}]
[4,"BRICK WORK (9\"-1:4 C.S)",{"$nulls":12},{"$f":"SUM(O18:O19)","v":{"v":548.715030396022,"d":"548.72"}}]
[null,"4\"",0,{"v":0,"d":"0.000"},{"v":0,"d":"0.000"},{"$f":"4+0.33","v":{"v":4.33,"d":"4.330"}},{"$f":"C21*D21*E21*F21","v":{"v":0,"d":"0.000"}}]
[null,"6\"",0,{"v":0,"d":"0.000"},{"v":0,"d":"0.000"},{"$f":"4+0.5","v":{"v":4.5,"d":"4.500"}},{"v":0,"d":"0.000"}]
[null,"8\"",0,{"v":0,"d":"0.000"},{"v":0,"d":"0.000"},{"$f":"4+0.67","v":{"v":4.67,"d":"4.670"}},{"v":0,"d":"0.000"}]
[null,"10\"",0,{"v":0,"d":"0.000"},{"v":0,"d":"0.000"},{"$f":"4+0.83","v":{"v":4.83,"d":"4.830"}},{"v":0,"d":"0.000"}]
[null,"12\"",0,{"v":0,"d":"0.000"},{"v":0,"d":"0.000"},{"$f":"4+1","v":{"v":5,"d":"5.000"}},{"v":0,"d":"0.000"}]
[null,"Avg H = 5.000'",4,{"$f":"0.75+3.5","v":{"v":4.25,"d":"4.250"}},{"v":0.75,"d":"0.750"},{"v":5,"d":"5.000"},{"v":63.75,"d":"63.750"},{"$nulls":3},0,{"$f":"G26*K26","v":0}]
[null,null,"Total Qty.",{"$nulls":3},{"$f":"SUM(G26:G26)","v":{"v":63.75,"d":"63.750"}},"Cft",{"$f":"G27/35.32","v":{"v":1.8049263873159682,"d":"1.805"}},"CM",{"v":6622,"d":"6,622.00"},{"$f":"I27*K27","v":{"v":11952.222536806341,"d":"11,952.22"}}]
[5,"PLASTER INNER SIDE\n1:4 C.S (12mm)"]
[null,"4\"",4,{"v":0,"d":"0.000"},0,{"$f":"4+0.33","v":4.33},{"$f":"C29*D29*F29","v":{"v":0,"d":"0.000"}}]
[null,"6\"",4,{"v":0,"d":"0.000"},0,{"$f":"4+0.5","v":{"v":4.5,"d":"4.50"}},{"$f":"C30*D30*F30","v":{"v":0,"d":"0.000"}}]
[null,"8\"",4,{"v":0,"d":"0.000"},0,{"$f":"4+0.67","v":4.67},{"v":0,"d":"0.000"}]
[null,"10\"",4,{"v":0,"d":"0.000"},0,{"$f":"4+0.83","v":4.83},{"v":0,"d":"0.000"}]
[null,"12\"",4,{"v":0,"d":"0.000"},0,{"$f":"4+1","v":{"v":5,"d":"5.00"}},{"v":0,"d":"0.000"}]
[null,"Avg H = 4.666'",4,{"$f":"3.5","v":{"v":3.5,"d":"3.500"}},0,{"$f":"AVERAGE(F29:F33)","v":{"v":4.6659999999999995,"d":"4.666"}},65.324,{"$nulls":3},0,{"$f":"G34*K34","v":0}]
[null,"Avg H = 4.666'",4,{"$f":"3.5+0.75+0.75","v":{"v":5,"d":"5.000"}},0,4.666,{"v":93.32000000000001,"d":"93.320"},{"$nulls":3},0,{"$f":"G35*K35","v":0}]
[null,null,"Total Qty.",{"$nulls":3},{"$f":"SUM(G29:G35)","v":158.644},"Sft",{"$f":"G36/10.76","v":{"v":14.743866171003718,"d":"14.744"}},"SM",{"v":266,"d":"266.00"},{"$f":"I36*K36","v":{"v":3921.868401486989,"d":"3,921.87"}},{"$nulls":4},95.75,null,95.75]
[6,"Steel Reinforcement in RCC Cover",{"$nulls":14},95.75,null,95.75]
[null,"Weight = 45.00kgs",1,0,0,0,{"v":45,"d":"45.000"},{"$nulls":9},25]
[null,null,"Total Qty.",{"$nulls":3},{"$f":"SUM(G38)","v":{"v":45,"d":"45.000"}},"Kg",{"$f":"G39/1000","v":0.045},"Ton",{"v":101568.47,"d":"101,568.47"},{"$f":"I39*K39","v":{"v":4570.58115,"d":"4,570.58"}},{"$nulls":4},69.25,null,69.25]
[7,"Bitumen Coating",{"$nulls":14},95.75,null,95.75]
[null,"Avg H = 4.666'",4,{"$f":"3.5+0.75+0.75","v":{"v":5,"d":"5.000"}},0,4.666,{"$f":"C41*D41*F41","v":{"v":93.32000000000001,"d":"93.320"}}]
[null,null,"Total Qty.",{"$nulls":3},{"$f":"SUM(G41)","v":{"v":93.32000000000001,"d":"93.320"}},"Sft",{"$f":"G42/10.76","v":{"v":8.6728624535316,"d":"8.673"}},"SM",71.05,{"$f":"I42*K42","v":{"v":616.2068773234201,"d":"616.21"}},{"$nulls":4},69.25,null,69.25]
[null,"Treatment/Sealing of Pipe Joint",{"$nulls":14},95.75,null,95.75]
[null,null,2,0,0,0,{"$f":"C44","v":{"v":2,"d":"2.00"}},"No",{"$f":"G44","v":{"v":2,"d":"2.00"}},"No"]
[null,null,"Total Qty.",{"$nulls":3},{"$f":"SUM(G44)","v":{"v":2,"d":"2.000"}},"No",null,null,{"v":500,"d":"500.00"},{"$f":"G45*K45","v":{"v":1000,"d":"1,000.00"}},{"$nulls":4},69.25,null,69.25]
[null,"Precast Cover(2.312 x 2.312)",{"$nulls":14},95.75,null,95.75]
[null,null,1,2.312,2.312,0,{"$f":"C47*D47*E47","v":{"v":5.345343999999999,"d":"5.345"}},"Sft"]
[null,null,"Total Qty.",{"$nulls":3},{"$f":"SUM(G47)","v":{"v":5.345343999999999,"d":"5.345"}},"Sft",{"$f":"G48/10.76","v":{"v":0.49677918215613376,"d":"0.497"}},"SM",691.65,{"$f":"G48*K48","v":{"v":3697.107177599999,"d":"3,697.11"}},{"$nulls":4},69.25,null,69.25]
[null,"Angle Iron for neck",{"$nulls":14},95.75,null,95.75]
[null,"L = 2.312 x 4 = 9.250",1,{"v":9.25,"d":"9.250"},0,0,{"$f":"C50*D50","v":9.25},null,0]
[null,null,"Total Qty.",{"$nulls":3},{"$f":"SUM(G50)","v":{"v":9.25,"d":"9.250"}},"Rft",null,null,{"v":78,"d":"78.00"},{"$f":"G51*K51","v":{"v":721.5,"d":"721.50"}},{"$nulls":4},69.25,null,69.25]
[null,"Total Amount.(Rs.)",{"$nulls":9},{"$f":"SUM(L4:L51)","v":{"v":35649.002715310824,"d":"35,649.00"}}]
[]
[{"$nulls":11},{"$f":"L52*1.4","v":{"v":49908.60380143515,"d":"49,908.60"}}]

{"sheet":"Tiles  Material Analysis","index":43,"n_rows":80,"n_cols":12,"rows_kept":80,"merged":[[1,0,1,9],[79,1,79,2]]}
[]
["CALCULATION OF MATERIAL USED FOR \"FLOOR & WALL TILES  \""]
[]
[]
[]
[]
[null,"Material Analysis:"]
[]
[]
["A","Tile Bond"]
["1.","Tile Bond 1No bag",null,"=","20 Kg",{"$nulls":6},"(1.65+5.58)/2 "]
["1.1.","Avg. Coverage of 1 No bag as per Stile bond",null,"=","2.5 ~ 3.5 = 3.00 Sq.m /Bag"]
["1.2.","Used material in 1 Sq.m",null,"=","20.00Kg/3.00","=",{"$f":"20/3","v":{"v":6.666666666666667,"d":"6.667"}},"Kg/Sq.m"]
[]
["2.","Markeet Rate per Bag",null,"=","275.00 Rs/Bag"]
["2.1","Rate per Kg",{"$nulls":3},"=",{"$f":"275/20","v":{"v":13.75,"d":"13.750"}},"Rs./Kg"]
[]
["B","Grout Stile"]
["1.","Packing",null,"=","1 Kg/Bottle"]
["2.","Avg. Coverage of 1 Kg as per tile size------",null,"=","13.00 Sq.m/Kg"]
["3.","Used material in 1 Sq.m",null,"=","1/13.0","=",{"$f":"1/13","v":{"v":0.07692307692307693,"d":"0.077"}},"Kg/Sq.m"]
[]
["2.","Markeet Rate per Bottle",null,"=","150.00 Rs./bottle or 1Kg"]
["2.1","Rate per Kg",{"$nulls":3},"=",{"v":150,"d":"150.00"},"Rs./Kg"]
[]
["3.","Material transportion"]
[]
["3.1","Pickup capsity ",null,"=","1500 Kg"]
["3.2","Weight of tiles for 1 trip of pick",null,"=","100 No. of packet of tile"]
["3.3","Weight of one packcket",null,"=","10 Kg"]
["3.4","Area of tiles for one load (100*4 nos Tiles 2'x2')",null,"=","100*4*2*2 =1600.00 Sft"]
["3.5","Carridge amount of one load",null,"=","1200.0 Rs/Load"]
["3.6","Carridge rate per sft (Load cost/T.Area)",null,"=","1200.00/1600.00","=",{"$f":"1000/1600","v":{"v":0.625,"d":"0.63"}},"Rs./Sft"]
[{"$nulls":5},"=",{"$f":"G33*10.76","v":{"v":6.725,"d":"6.73"}},"Rs./Sq.m"]
[4,"Granite Stair Steps"]
["4.1.","Stair Steps length",null,"=","4.00 ft"]
["4.2.","Area of Stair steps (19 No.)",null,"=","114 Sft",{"$nulls":6},"(1.65+5.58)/2 "]
["4.3.","Qty. of Gola steps (17 No)",null,"=","17 x 4 = 68 Rft /17 Steps"]
["4.4.","Gola used in 1 Sft",null,"="," 68.00 Rft/ 114 .00 Sft","=",{"$f":"68/114","v":{"v":0.5964912280701754,"d":"0.596"}},"Rft/Sft"]
[{"$nulls":5},"=",{"$f":"G39*10.76","v":{"v":6.418245614035087,"d":"6.418"}},"Rft/Sq.m"]
[{"$nulls":6},{"$f":"G40*9.28","v":{"v":59.56131929824561,"d":"59.56"}},"Rft/9.28 Sq.m"]
[]
[5,"Tile Skirting"]
["5.1.","Tile skirting 4'' wide",null,"=","4 Inch or 100 mm",{"$nulls":5},{"$f":"4*25.4","v":101.6}]
["5.2.","Area in 1 Ru.m",null,"=","1*0.100","=",{"$f":"1*0.1","v":{"v":0.1,"d":"0.100"}},"Sq.m"]
["5.3.","Qty for 30 Ru.m",null,"=","0.100*30","=",{"$f":"G45*30","v":{"v":3,"d":"3.000"}},"Sq.m",null,null,{"$f":"2*0.33","v":0.66}]
[]
["5.4","Rate per Sq.m",null,"=","1650.00 Rs./Sq.m",{"$nulls":5},{"$f":"2*0.33","v":0.66}]
["5.4","Rate per Ru.m ",null,"=","0.100*1650.00","=",{"$f":"0.1*1650","v":{"v":165,"d":"165.00"}},"Rs./Ru.m"]
[]
[6,"Granite  Skirting"]
[{"$f":"A51+0.1","v":6.1},"Granite Skirting 4'' wide",null,"=","4 Inch or 100 mm",{"$nulls":5},{"$f":"4*25.4","v":101.6}]
[{"$f":"A52+0.1","v":6.199999999999999},"Area in 1 Ru.m",null,"=","1*0.100","=",{"$f":"1*0.1","v":{"v":0.1,"d":"0.100"}},"Sq.m"]
[{"$f":"A53+0.1","v":6.299999999999999},"Qty for 30 Ru.m",null,"=","0.100*30","=",{"$f":"G53*30","v":{"v":3,"d":"3.000"}},"Sq.m",null,null,{"$f":"2*0.33","v":0.66}]
[]
[{"$f":"A54+0.1","v":6.399999999999999},"Rate per Sq.m",null,"=","600.00 Rs./Sq.m",{"$nulls":5},{"$f":"2*0.33","v":0.66}]
[{"$f":"A56+0.1","v":6.499999999999998},"Rate per Ru.m ",null,"=","0.100*600.00","=",{"$f":"0.1*600","v":{"v":60,"d":"60.00"}},"Rs./Ru.m"]
[]
[]
[]
[]
[]
[null,"50mm Cement mortor  Ratio 1:2"]
[]
[null,"Measuring Unit",{"$nulls":6},"Sq. M"]
[]
[]
[null,"DETAIL FOR 100 SQFT. OR 9.28 SQM."]
[]
["C","Material Analysis:"]
["1.","Wet volume of Mortar ",null,"=","100 x 1.969/12","=",{"$f":"100*1.969/12","v":{"v":16.408333333333335,"d":"16.408"}},"Cft"]
["2.","Add: 1/3rd for shrinkage",null,"=","16.408 x 1/3   ","=",{"$f":"16.408*1/3","v":{"v":5.469333333333334,"d":"5.469"}},"Cft"]
["3.","Sub-Total (Sr. # 1 & 2)",null,"=","16.408 + 5.469","=",{"$f":"SUM(G71:G72)","v":{"v":21.87766666666667,"d":"21.88"}},"Cft"]
["4.","Add: 5% Wastage on Sr. # 3",null,"=","21.88 x 5%","=",{"$f":"21.88*5%","v":1.094},"Cft"]
["5.","G-Total (Sr. # 3 & 4)",null,"=","21.88 + 1.094","=",{"$f":"SUM(G73:G74)","v":{"v":22.97166666666667,"d":"22.97"}},"Cft"]
[]
["a.","Ratio of Mortar:",null,"=","(1 : 2)"]
[null,"Sum of Ratio",null,"=","1 + 2 = 3"]
["1.","Cement",null,"=","(22.97/3)/1.25","=",{"$f":"(22.97/3)/1.25","v":{"v":6.125333333333333,"d":"6.125"}},"Bags"]
["2.","Sand Local",null,"=","(22.97/3) x 2 ","=",{"$f":"(22.97/3)*2","v":{"v":15.313333333333333,"d":"15.313"}},"Cft"]

{"sheet":"M.H 4'dia (Type-I)","index":44,"n_rows":57,"n_cols":15,"rows_kept":57,"merged":[[0,3,0,8],[2,3,2,8],[6,0,7,0],[6,1,6,2],[6,3,6,8],[6,9,6,10],[7,1,7,2],[9,9,10,9],[9,10,10,10],[10,3,10,6],[12,9,13,9],[12,10,13,10],[13,3,13,6],[15,9,16,9],[15,10,16,10],[16,3,16,6],[18,9,19,9],[18,10,19,10],[19,3,19,6],[21,9,24,9],[21,10,24,10],[24,3,24,6],[26,9,30,9],[26,10,30,10],[30,3,30,6],[32,9,34,9],[32,10,34,10],[34,3,34,6],[36,9,40,9],[36,10,40,10],[40,3,40,6],[42,9,43,9],[42,10,43,10],[43,3,43,6],[45,9,46,9],[45,10,46,10],[46,3,46,6],[48,9,50,9],[48,10,50,10],[50,3,50,6]]}
[{"$nulls":3},"Project Name",{"$nulls":5},"Manhole #"]
[{"$nulls":4},"CIVIL INFRASTRUCTURE WORKS",{"$nulls":4},"Road Name :"]
[{"$nulls":3},"RATE ANALYSIS INCLUDED LABOR",{"$nulls":5},"Sewer Line (Ø)",{"v":0.6666666666666666,"d":"0.67 ft"}]
["Manhole Data;"]
[null,"Manhole Inner dia(Ø)",{"v":4,"d":"4.00 ft"},"Depth of Manhole,",{"v":6,"d":"6.00 ft"},"Wall Thick-I",{"v":0.75,"d":"0.75 ft"},"Wall Thick-II",{"$f":"13.5/12","v":{"v":1.125,"d":"1.125 ft"}},"MH Type-I","Assumed Quantity,",1]
[]
["Sr.#","Item of Works",null,"ABSTRACT OF QUANTIES",{"$nulls":5},"RATE ANALYSIS"]
[null,"Decription of items",null,"No. ","Length (ft)","width\n (ft)","Height (ft)","Unit ","Qty","Unit\nRate ","Amount ",null,null,"Total Qty","Total Rs."]
[1,"Excavation"]
[null,"Excavation ",null,{"$f":"+L5","v":1},{"$f":"+C5+3.5+0.75","v":8.25},{"$f":"+E10","v":8.25},{"$f":"+E5","v":{"v":6,"d":"6.00"}},null,{"$f":"PRODUCT(D10:G10)","v":{"v":408.375,"d":"408.38"}},{"v":12,"d":"12.00"},{"$f":"I11*J10","v":{"v":4900.5,"d":"4,900.50"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"Cft",{"$f":"SUM(I10:I10)","v":{"v":408.375,"d":"408.38"}},null,null,{"$f":"+K10/$K$55","v":{"v":0.061949870669218386,"d":"6%"}},null,{"$f":"+I11*$J$56","v":{"v":79633.125,"d":"79,633.13"}},{"$f":"+I11*J10*$J$56","v":{"v":955597.5,"d":"955,598"}}]
[{"$f":"A9+1","v":2},"Dressing of bed"]
[null,"Dressing of bed",null,{"$f":"D10","v":1},{"$f":"+E10","v":8.25},{"$f":"((3.14*(($E$10-0.75)*($E$10-0.75))/4))","v":{"v":44.15625,"d":"44.16"}},null,null,{"$f":"PRODUCT(D13:G13)","v":{"v":364.2890625,"d":"364.29"}},{"v":4,"d":"4.00"},{"$f":"I14*J13","v":{"v":1457.15625,"d":"1,457.16"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"Sft",{"$f":"SUM(I13:I13)","v":{"v":364.2890625,"d":"364.29"}},null,null,{"$f":"+K13/$K$55","v":{"v":0.01842070018005168,"d":"2%"}},null,{"$f":"+I14*$J$56","v":{"v":71036.3671875,"d":"71,036.37"}},{"$f":"+I14*J13*$J$56","v":{"v":284145.46875,"d":"284,145"}}]
[3,"Crurshed Stone Bedding"]
[null,"Crurshed Bedding 1\" Down",null,{"$f":"D10","v":1},"Area=",{"$f":"+F13","v":{"v":44.15625,"d":"44.16"}},{"v":0.5,"d":"0.50"},null,{"$f":"PRODUCT(D16:G16)","v":{"v":22.078125,"d":"22.08"}},{"v":140,"d":"140.00"},{"$f":"I17*J16","v":{"v":3090.9375,"d":"3,090.94"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"Cft",{"$f":"SUM(I16:I16)","v":{"v":22.078125,"d":"22.08"}},null,null,{"$f":"+K16/$K$55","v":{"v":0.03907421250313993,"d":"4%"}},null,{"$f":"+I17*$J$56","v":{"v":4305.234375,"d":"4,305.23"}},{"$f":"+I17*J16*$J$56","v":{"v":602732.8125,"d":"602,733"}}]
[{"$f":"+A15+1","v":4},"PCC Concrete 1:4:8"]
[null,"Base Concrete 1:4:8",null,{"$f":"D13","v":1},"Area=",{"$f":"((3.14*(($E$10-1.75)*($E$10-1.75))/4))","v":{"v":33.16625,"d":"33.17"}},0.75,null,{"$f":"PRODUCT(D19:G19)","v":{"v":24.8746875,"d":"24.87"}},{"v":280,"d":"280.00"},{"$f":"I20*J19","v":{"v":6964.9125,"d":"6,964.91"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"Cft",{"$f":"SUM(I19:I19)","v":{"v":24.8746875,"d":"24.87"}},null,null,{"$f":"+K19/$K$55","v":{"v":0.0880472255070753,"d":"9%"}},null,{"$f":"+I20*$J$56","v":{"v":4850.5640625,"d":"4,850.56"}},{"$f":"+I20*J19*$J$56","v":{"v":1358157.9375,"d":"1,358,158"}}]
[{"$f":"+A18+1","v":5},"Pacca Brick Work with 1:3 C/S Mortar"]
[null,"Wall (Circular) ",null,0,{"$f":"3.142*($C$5+$I$5)","v":{"v":16.10275,"d":"16.10"}},{"$f":"+I5","v":{"v":1.125,"d":"1.13"}},null,null,{"$f":"PRODUCT(D22:G22)","v":{"v":0,"d":"0.00"}},{"v":420,"d":"420.00"},{"$f":"+I25*J22","v":{"v":16319.78168625,"d":"16,319.78"}},null,null,{"$f":"3.14*4","v":12.56}]
[null,"Wall (Circular) ",null,{"$f":"+D19","v":1},{"$f":"3.142*($C$5+$I$5)","v":{"v":16.10275,"d":"16.10"}},{"$f":"$G$5","v":0.75},{"$f":"+G10-G16-G19-G24-G37","v":1.25},null,{"$f":"PRODUCT(D23:G23)","v":{"v":15.096328125,"d":"15.10"}}]
[null,"Wall (Dome)",null,{"$f":"D23","v":1},{"$f":"((3.142*($C$5+$G$5))+(3.142*(1.833+$G$5)))/2","v":{"v":11.520143000000001,"d":"11.52"}},{"$f":"$G$5","v":0.75},2.75,null,{"v":23.7602949375,"d":"23.76"}]
[null,"Qty",null,"Total:",{"$nulls":3},"Cft",{"$f":"SUM(I22:I24)","v":{"v":38.8566230625,"d":"38.86"}},null,null,{"$f":"+K22/$K$55","v":{"v":0.2063071859632826,"d":"21%"}},null,{"$f":"+I25*$J$56","v":{"v":7577.0414971875,"d":"7,577.04"}},{"$f":"+I25*J22*$J$56","v":{"v":3182357.42881875,"d":"3,182,357"}}]
[{"$f":"+A21+1","v":6},"Plaster Work with 1:3 C/S Mortar"]
[null,"Wall (Circular) Outer Side",null,{"$f":"D24","v":1},{"$f":"3.142*(+$C$5+$G$5+$G$5)","v":{"v":17.281,"d":"17.28"}},null,{"$f":"+G23","v":1.25},null,{"$f":"PRODUCT(D27:G27)","v":{"v":21.60125,"d":"21.60"}},{"v":48,"d":"48.00"},{"$f":"+I31*J27","v":{"v":4832.2577519999995,"d":"4,832.26"}}]
[null,"Wall (Dome) Outer Side",null,{"$f":"D27","v":1},{"$f":"((3.142*($C$5+$G$5+$G$5))+(3.142*(1.833+$G$5+$G$5)))/2","v":{"v":13.876643,"d":"13.88"}},null,{"$f":"+G24","v":2.75},null,{"$f":"PRODUCT(D28:G28)","v":{"v":38.16076825,"d":"38.16"}}]
[null,"Wall (Circular) inner Side",null,1,{"$f":"3.142*(4)","v":{"v":12.568,"d":"12.57"}},null,{"$f":"+G27","v":1.25},null,{"$f":"PRODUCT(D29:G29)","v":{"v":15.709999999999999,"d":"15.71"}}]
[null,"Wall (Dome Inner Side",null,1,{"$f":"((3.142*(4))+(3.142*(1.833)))/2","v":{"v":9.163643,"d":"9.16"}},null,{"$f":"+G28","v":2.75},null,{"$f":"PRODUCT(D30:G30)","v":{"v":25.20001825,"d":"25.20"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"Sft",{"$f":"SUM(I27:I30)","v":{"v":100.67203649999999,"d":"100.67"}},null,null,{"$f":"+K27/$K$55","v":{"v":0.061087183507137634,"d":"6%"}},null,{"$f":"+I31*$J$56","v":{"v":19631.0471175,"d":"19,631.05"}},{"$f":"+I31*J27*$J$56","v":{"v":942290.2616399999,"d":"942,290"}}]
[{"$f":"+A26+1","v":7},"Bituman Coating (2 Coats)"]
[null,"Wall (Circular) Outer Side",null,2,{"$f":"+E27","v":{"v":17.281,"d":"17.28"}},null,{"$f":"+G27","v":1.25},null,{"$f":"PRODUCT(D33:G33)","v":{"v":43.2025,"d":"43.20"}},{"v":14,"d":"14.00"},{"$f":"I35*J33","v":{"v":1673.336511,"d":"1,673.34"}}]
[null,"Wall (Dome) Outer Side",null,{"$f":"D33","v":2},{"$f":"+E28","v":{"v":13.876643,"d":"13.88"}},null,{"$f":"+G28","v":2.75},null,{"$f":"PRODUCT(D34:G34)","v":{"v":76.3215365,"d":"76.32"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"Sft",{"$f":"SUM(I33:I34)","v":{"v":119.5240365,"d":"119.52"}},null,null,{"$f":"+K33/$K$55","v":{"v":0.021153551768703423,"d":"2%"}},null,{"$f":"+I35*$J$56","v":{"v":23307.187117499998,"d":"23,307.19"}},{"$f":"+I35*J33*$J$56","v":{"v":326300.61964499997,"d":"326,301"}}]
[{"$f":"+A32+1","v":8},"Concrete 1:2:4"]
[null,"Top Cover Slab",null,{"$f":"D24","v":1},"Area=",{"$f":"((3.14*(3.83*3.83))/4)","v":{"v":11.5150865,"d":"11.52"}},0.75,null,{"$f":"PRODUCT(D37:G37)","v":{"v":8.636314875,"d":"8.64"}},{"v":450,"d":"450.00"},{"$f":"I41*J37","v":{"v":9471.679166666669,"d":"9,471.68"}}]
[null,"D/d of Manhole Cover",null,-1,"Area=",{"$f":"((3.14*(1.83*1.83))/4)","v":{"v":2.6288865000000006,"d":"2.63"}},0.75,null,{"$f":"PRODUCT(D38:G38)","v":{"v":-1.9716648750000005,"d":"-1.97"}}]
[null,"Beching PCC",null,{"$f":"+D37","v":1},"Area=",{"$f":"((3.14*(C5*C5))/4)","v":12.56},{"$f":"0.33+($K$3+0.16)","v":{"v":1.1566666666666667,"d":"1.16"}},null,{"$f":"PRODUCT(D39:G39)","v":{"v":14.527733333333336,"d":"14.53"}}]
[null,"D/d of Pipe ",null,-1,"Area=",{"$f":"((3.14*(K3*K3))/4)/2","v":{"v":0.17444444444444443,"d":"0.17"}},{"$f":"($K$3+0.16)","v":{"v":0.8266666666666667,"d":"0.83"}},null,{"$f":"PRODUCT(D40:G40)","v":{"v":-0.1442074074074074,"d":"-0.14"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"Cft",{"$f":"SUM(I37:I40)","v":{"v":21.04817592592593,"d":"21.05"}},null,null,{"$f":"+K37/$K$55","v":{"v":0.1197366185889869,"d":"12%"}},null,{"$f":"+I41*$J$56","v":{"v":4104.3943055555565,"d":"4,104.39"}},{"$f":"+I41*J37*$J$56","v":{"v":1846977.4375000005,"d":"1,846,977"}}]
[{"$f":"+A36+1","v":9},"Manhole Cover 22\" dia"]
[null," 22\" dia MH Cover",null,1,{"$nulls":4},{"$f":"PRODUCT(D43:G43)","v":{"v":1,"d":"1.00"}},{"$f":"5050+12185","v":{"v":17235,"d":"17235.00"}},{"$f":"I44*J43","v":{"v":17235,"d":"17,235.00"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"No",{"$f":"SUM(I43:I43)","v":{"v":1,"d":"1.00"}},null,null,{"$f":"+K43/$K$55","v":{"v":0.21787695561350454,"d":"22%"}},null,{"$f":"+I44*$J$56","v":{"v":195,"d":"195.00"}},{"$f":"+I44*J43*$J$56","v":{"v":3360825,"d":"3,360,825"}}]
[{"$f":"+A42+1","v":10},"Malleable Iron Step"]
[null,"Iron Step @1' C/C",null,1,null,"Brick Work Height",{"$f":"+(G23+G24)-1","v":{"v":3,"d":"3.00"}},null,{"$f":"ROUND(G46,0)","v":{"v":3,"d":"3.00"}},{"v":1550,"d":"1550.00"},{"$f":"I47*J46","v":{"v":4650,"d":"4,650.00"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"No",{"$f":"SUM(I46:I46)","v":{"v":3,"d":"3.00"}},null,null,{"$f":"+K46/$K$55","v":{"v":0.058783164699901136,"d":"6%"}},null,{"$f":"+I47*$J$56","v":{"v":585,"d":"585.00"}},{"$f":"+I47*J46*$J$56","v":{"v":906750,"d":"906,750"}}]
[{"$f":"+A45+1","v":11},"Backfill"]
[null,"Backfill (Total Excavation)",null,{"$f":"+D10","v":1},null,null,{"$f":"I11","v":{"v":408.375,"d":"408.38"}},null,{"$f":"PRODUCT(D49:G49)","v":{"v":408.375,"d":"408.38"}},{"v":32,"d":"32.00"},{"$f":"I51*J49","v":{"v":8508.720000000001,"d":"8,508.72"}}]
[null,"D/d of Manhole",null,-1,"Area",{"$f":"3.14*(($C$5+$G$5+$G$5)*($C$5+$G$5+$G$5))/4","v":{"v":23.74625,"d":"23.75"}},{"$f":"+G10","v":{"v":6,"d":"6.00"}},null,{"$f":"PRODUCT(D50:G50)","v":{"v":-142.4775,"d":"-142.48"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"Cft",{"$f":"SUM(I49:I50)","v":{"v":265.89750000000004,"d":"265.90"}},null,null,{"$f":"+K49/$K$55","v":{"v":0.10756333099899847,"d":"11%"}},null,{"$f":"+I51*$J$56","v":{"v":51850.012500000004,"d":"51,850.01"}},{"$f":"+I51*J49*$J$56","v":{"v":1659200.4000000001,"d":"1,659,200"}}]
[{"$nulls":11},{"$f":"SUM(L10:L51)","v":{"v":1,"d":"100%"}}]
[{"$nulls":8}," Cost for 10 Rft "]
[{"$nulls":8},"Overhead 10%"]
[{"$nulls":8}," Total Cost =",null,{"$f":"SUM(K9:K54)","v":{"v":79104.28136591667,"d":"79,104"}}]
[{"$nulls":8},"Total of Manhole=",{"$f":"+[17]Summary!E6","v":195},"No's"]
[{"$nulls":8},"Grand Total Cost=",null,{"$f":"+K55*J56","v":{"v":15425334.86635375,"d":"15,425,335"}},null,null,{"$f":"SUM(N9:N56)","v":{"v":267087.533162743,"d":"267,087.53"}},{"$f":"SUM(O9:O56)","v":{"v":15425334.86635375,"d":"15,425,335"}}]

{"sheet":"M.H 5'dia (Type-VI","index":45,"n_rows":59,"n_cols":15,"rows_kept":59,"merged":[[0,3,0,8],[2,3,2,8],[6,0,7,0],[6,1,6,2],[6,3,6,8],[6,9,6,10],[7,1,7,2],[9,9,10,9],[9,10,10,10],[10,3,10,6],[12,9,13,9],[12,10,13,10],[13,3,13,6],[14,1,14,10],[15,9,16,9],[15,10,16,10],[16,3,16,6],[17,1,17,10],[18,9,19,9],[18,10,19,10],[19,3,19,6],[20,1,20,10],[21,9,24,9],[21,10,24,10],[24,3,24,6],[25,1,25,10],[26,9,31,9],[26,10,31,10],[31,3,31,6],[32,1,32,10],[33,9,38,9],[33,10,38,10],[38,3,38,6],[39,1,39,10],[40,9,44,9],[40,10,44,10],[44,3,44,6],[45,1,45,10],[46,9,47,9],[46,10,47,10],[47,3,47,6],[48,1,48,10],[49,9,50,9],[49,10,50,10],[50,3,50,6],[51,1,51,10],[52,9,54,9],[52,10,54,10],[54,3,54,6]]}
[{"$nulls":3},"Project Name",{"$nulls":5},"Manhole #"]
[{"$nulls":4},"CIVIL INFRASTRUCTURE WORKS",{"$nulls":4},"Road Name :"]
[{"$nulls":3},"RATE ANALYSIS INCLUDED LABOR",{"$nulls":5},"Sewer Line (Ø)",{"v":1.1666666666666667,"d":"1.17 ft"}]
["Manhole Data;"]
[null,"Manhole Inner dia(Ø)",{"v":5,"d":"5.00 ft"},"Depth of Manhole,",{"v":17,"d":"17.00 ft"},"Wall Thick-I",{"v":0.75,"d":"0.75 ft"},"Wall Thick-II",{"$f":"13.5/12","v":{"v":1.125,"d":"1.125 ft"}},"MH Type-VI","Assumed Quantity,",1]
[]
["Sr.#","Item of Works",null,"ABSTRACT OF QUANTIES",{"$nulls":5},"RATE ANALYSIS"]
[null,"Decription of items",null,"No. ","Length (ft)","width\n (ft)","Height (ft)","Unit ","Qty","Unit\nRate ","Amount ",null,null,"Total Qty","Total Rs."]
[1,"Excavation"]
[null,"Excavation ",null,{"$f":"+L5","v":1},{"$f":"+C5+4.25+0.75","v":{"v":10,"d":"10.00"}},{"$f":"+E10","v":{"v":10,"d":"10.00"}},{"$f":"+E5","v":{"v":17,"d":"17.00"}},null,{"$f":"PRODUCT(D10:G10)","v":{"v":1700,"d":"1700.00"}},{"v":12,"d":"12.00"},{"$f":"I11*J10","v":{"v":20400,"d":"20,400.00"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"Cft",{"$f":"SUM(I10:I10)","v":{"v":1700,"d":"1700.00"}},null,null,{"$f":"+K10/$K$57","v":{"v":0.0845343796163766,"d":"8%"}},null,{"$f":"+I11*$J$58","v":{"v":39100,"d":"39,100.00"}},{"$f":"+I11*J10*$J$58","v":{"v":469200,"d":"469,200"}}]
[{"$f":"A9+1","v":2},"Dressing of bed"]
[null,"Dressing of bed",null,{"$f":"D10","v":1},{"$f":"+E10","v":{"v":10,"d":"10.00"}},{"$f":"((3.14*(($E$10-0.75)*($E$10-0.75))/4))","v":{"v":67.1665625,"d":"67.17"}},null,null,{"$f":"PRODUCT(D13:G13)","v":{"v":671.665625,"d":"671.67"}},{"v":4,"d":"4.00"},{"$f":"I14*J13","v":{"v":2686.6625,"d":"2,686.66"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"Sft",{"$f":"SUM(I13:I13)","v":{"v":671.665625,"d":"671.67"}},null,null,{"$f":"+K13/$K$57","v":{"v":0.011133105278239382,"d":"1%"}},null,{"$f":"+I14*$J$58","v":{"v":15448.309374999999,"d":"15,448.31"}},{"$f":"+I14*J13*$J$58","v":{"v":61793.237499999996,"d":"61,793"}}]
[3,"Crurshed Stone Bedding"]
[null,"Crurshed Bedding 1\" Down",null,{"$f":"D10","v":1},"Area=",{"$f":"+F13","v":{"v":67.1665625,"d":"67.17"}},{"v":1,"d":"1.00"},null,{"$f":"PRODUCT(D16:G16)","v":{"v":67.1665625,"d":"67.17"}},{"v":140,"d":"140.00"},{"$f":"I17*J16","v":{"v":9403.31875,"d":"9,403.32"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"Cft",{"$f":"SUM(I16:I16)","v":{"v":67.1665625,"d":"67.17"}},null,null,{"$f":"+K16/$K$57","v":{"v":0.03896586847383784,"d":"4%"}},null,{"$f":"+I17*$J$58","v":{"v":1544.8309375,"d":"1,544.83"}},{"$f":"+I17*J16*$J$58","v":{"v":216276.33125000002,"d":"216,276"}}]
[{"$f":"+A15+1","v":4},"PCC Concrete 1:4:8"]
[null,"Base Concrete 1:4:8",null,{"$f":"D13","v":1},"Area=",{"$f":"((3.14*(($E$10-1.75)*($E$10-1.75))/4))","v":{"v":53.4290625,"d":"53.43"}},0.75,null,{"$f":"PRODUCT(D19:G19)","v":{"v":40.071796875000004,"d":"40.07"}},{"v":280,"d":"280.00"},{"$f":"I20*J19","v":{"v":11220.103125000001,"d":"11,220.10"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"Cft",{"$f":"SUM(I19:I19)","v":{"v":40.071796875000004,"d":"40.07"}},null,null,{"$f":"+K19/$K$57","v":{"v":0.046494336122727624,"d":"5%"}},null,{"$f":"+I20*$J$58","v":{"v":921.6513281250001,"d":"921.65"}},{"$f":"+I20*J19*$J$58","v":{"v":258062.37187500004,"d":"258,062"}}]
[{"$f":"+A18+1","v":5},"Pacca Brick Work with 1:3 C/S Mortar"]
[null,"Wall (Circular) ",null,1,{"$f":"3.142*($C$5+$I$5)","v":{"v":19.24475,"d":"19.24"}},{"$f":"+I5","v":{"v":1.125,"d":"1.13"}},{"$f":"+$G$10-$G$16-$G$19-G23-G23","v":4.75},null,{"$f":"PRODUCT(D22:G22)","v":{"v":102.83913281250001,"d":"102.84"}},{"v":420,"d":"420.00"},{"$f":"+I25*J22","v":{"v":84410.11278000001,"d":"84,410.11"}}]
[null,"Wall (Circular) ",null,{"$f":"+D19","v":1},{"$f":"3.142*($C$5+$G$5)","v":{"v":18.066499999999998,"d":"18.07"}},{"$f":"$G$5","v":0.75},{"$f":"8-G24","v":5.25},null,{"$f":"PRODUCT(D23:G23)","v":{"v":71.13684375,"d":"71.14"}}]
[null,"Wall (Dome)",null,{"$f":"D23","v":1},{"$f":"((3.142*($C$5+$G$5))+(3.142*(1.833+$G$5)))/2","v":{"v":13.091142999999999,"d":"13.09"}},{"$f":"$G$5","v":0.75},2.75,null,{"v":27.000482437499997,"d":"27.00"}]
[null,"Qty",null,"Total:",{"$nulls":3},"Cft",{"$f":"SUM(I22:I24)","v":{"v":200.97645900000003,"d":"200.98"}},null,null,{"$f":"+K22/$K$57","v":{"v":0.34978218221596485,"d":"35%"}},null,{"$f":"+I25*$J$58","v":{"v":4622.458557000001,"d":"4,622.46"}},{"$f":"+I25*J22*$J$58","v":{"v":1941432.5939400003,"d":"1,941,433"}}]
[{"$f":"+A21+1","v":6},"Plaster Work with 1:3 C/S Mortar"]
[null,"Wall (Circular) Outer Side",null,{"$f":"D24","v":1},{"$f":"3.142*(+$C$5+$I$5+$I$5)","v":{"v":22.7795,"d":"22.78"}},null,{"$f":"+G22","v":4.75},null,{"$f":"PRODUCT(D27:G27)","v":{"v":108.202625,"d":"108.20"}},{"v":48,"d":"48.00"},{"$f":"+I32*J27","v":{"v":20087.924552,"d":"20,087.92"}}]
[null,"Wall (Circular) Outer Side",null,{"$f":"+D27","v":1},{"$f":"3.142*(+$C$5+$G$5+$G$5)","v":{"v":20.423,"d":"20.42"}},null,{"$f":"+G23","v":5.25},null,{"$f":"PRODUCT(D28:G28)","v":{"v":107.22075,"d":"107.22"}}]
[null,"Wall (Dome) Outer Side",null,{"$f":"D27","v":1},{"$f":"((3.142*($C$5+$G$5+$G$5))+(3.142*(1.833+$G$5+$G$5)))/2","v":{"v":15.447643,"d":"15.45"}},null,{"$f":"+G24","v":2.75},null,{"$f":"PRODUCT(D29:G29)","v":{"v":42.48101825,"d":"42.48"}}]
[null,"Wall (Circular) inner Side",null,1,{"$f":"3.142*($C$5)","v":{"v":15.709999999999999,"d":"15.71"}},null,{"$f":"+G27+G28-G43","v":{"v":8.343333333333334,"d":"8.34"}},null,{"$f":"PRODUCT(D30:G30)","v":{"v":131.07376666666667,"d":"131.07"}}]
[null,"Wall (Dome Inner Side",null,{"$f":"D30","v":1},{"$f":"((3.142*($C$5))+(3.142*(1.833)))/2","v":{"v":10.734642999999998,"d":"10.73"}},null,{"$f":"+G29","v":2.75},null,{"$f":"PRODUCT(D31:G31)","v":{"v":29.520268249999994,"d":"29.52"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"Sft",{"$f":"SUM(I27:I31)","v":{"v":418.49842816666666,"d":"418.50"}},null,null,{"$f":"+K27/$K$57","v":{"v":0.08324118822470097,"d":"8%"}},null,{"$f":"+I32*$J$58","v":{"v":9625.463847833333,"d":"9,625.46"}},{"$f":"+I32*J27*$J$58","v":{"v":462022.264696,"d":"462,022"}}]
[{"$f":"+A26+1","v":7},"Bituman Coating "]
[null,"Wall (Circular) Outer Side",null,{"$f":"D50","v":1},{"$f":"+E27","v":{"v":22.7795,"d":"22.78"}},null,{"$f":"+G27","v":4.75},null,{"$f":"PRODUCT(D34:G34)","v":{"v":108.202625,"d":"108.20"}},{"v":14,"d":"14.00"},{"$f":"I39*J34","v":{"v":3610.6615055,"d":"3,610.66"}}]
[null,"Wall (Circular) Outer Side",null,{"$f":"+D34","v":1},{"$f":"+E28","v":{"v":20.423,"d":"20.42"}},null,{"$f":"+G28","v":5.25},null,{"$f":"PRODUCT(D35:G35)","v":{"v":107.22075,"d":"107.22"}}]
[null,"Wall (Dome) Outer Side",null,{"$f":"D34","v":1},{"$f":"+E29","v":{"v":15.447643,"d":"15.45"}},null,{"$f":"+G29","v":2.75},null,{"$f":"PRODUCT(D36:G36)","v":{"v":42.48101825,"d":"42.48"}}]
[null,"Wall (Circular) inner Side",null,0,{"$f":"+E30","v":{"v":15.709999999999999,"d":"15.71"}},null,{"$f":"+G30","v":{"v":8.343333333333334,"d":"8.34"}},null,{"$f":"PRODUCT(D37:G37)","v":{"v":0,"d":"0.00"}}]
[null,"Wall (Dome Inner Side",null,{"$f":"+D37","v":0},{"$f":"+E31","v":{"v":10.734642999999998,"d":"10.73"}},null,{"$f":"+G31","v":2.75},null,{"$f":"PRODUCT(D38:G38)","v":{"v":0,"d":"0.00"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"Sft",{"$f":"SUM(I34:I38)","v":{"v":257.90439325,"d":"257.90"}},null,null,{"$f":"+K34/$K$57","v":{"v":0.01496201129275367,"d":"1%"}},null,{"$f":"+I39*$J$58","v":{"v":5931.80104475,"d":"5,931.80"}},{"$f":"+I39*J34*$J$58","v":{"v":83045.2146265,"d":"83,045"}}]
[{"$f":"+A33+1","v":8},"Concrete 1:2:4"]
[null,"Top Cover Slab",null,{"$f":"D24","v":1},"Area=",{"$f":"((3.14*(3.83*3.83))/4)","v":{"v":11.5150865,"d":"11.52"}},0.75,null,{"$f":"PRODUCT(D41:G41)","v":{"v":8.636314875,"d":"8.64"}},{"v":450,"d":"450.00"},{"$f":"I45*J41","v":{"v":17310.59104166667,"d":"17,310.59"}}]
[null,"D/d of Manhole Cover",null,-1,"Area=",{"$f":"((3.14*(1.83*1.83))/4)","v":{"v":2.6288865000000006,"d":"2.63"}},0.75,null,{"$f":"PRODUCT(D42:G42)","v":{"v":-1.9716648750000005,"d":"-1.97"}}]
[null,"Beching PCC",null,{"$f":"+D41","v":1},"Area=",{"$f":"((3.14*(C5*C5))/4)","v":{"v":19.625,"d":"19.63"}},{"$f":"0.33+($K$3+0.16)","v":{"v":1.6566666666666667,"d":"1.66"}},null,{"$f":"PRODUCT(D43:G43)","v":{"v":32.51208333333334,"d":"32.51"}}]
[null,"D/d of Pipe ",null,-1,"Area=",{"$f":"((3.14*(K3*K3))/4)/2","v":{"v":0.5342361111111112,"d":"0.53"}},{"$f":"($K$3+0.16)","v":{"v":1.3266666666666667,"d":"1.33"}},null,{"$f":"PRODUCT(D44:G44)","v":{"v":-0.7087532407407409,"d":"-0.71"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"Cft",{"$f":"SUM(I41:I44)","v":{"v":38.4679800925926,"d":"38.47"}},null,null,{"$f":"+K41/$K$57","v":{"v":0.07173235659314207,"d":"7%"}},null,{"$f":"+I45*$J$58","v":{"v":884.7635421296297,"d":"884.76"}},{"$f":"+I45*J41*$J$58","v":{"v":398143.5939583334,"d":"398,144"}}]
[{"$f":"+A40+1","v":9},"Manhole Cover 22\" dia"]
[null," 22\" dia MH Cover",null,1,{"$nulls":4},{"$f":"PRODUCT(D47:G47)","v":{"v":1,"d":"1.00"}},{"v":17235,"d":"17235.00"},{"$f":"I48*J47","v":{"v":17235,"d":"17,235.00"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"No",{"$f":"SUM(I47:I47)","v":{"v":1,"d":"1.00"}},null,null,{"$f":"+K47/$K$57","v":{"v":0.07141911924942405,"d":"7%"}},null,{"$f":"+I48*$J$58","v":{"v":23,"d":"23.00"}},{"$f":"+I48*J47*$J$58","v":{"v":396405,"d":"396,405"}}]
[{"$f":"+A46+1","v":10},"Malleable Iron Step"]
[null,"Iron Step @1' C/C",null,1,null,"Brick Work Height",{"$f":"+(+G22+G23+G24)-1","v":11.75},null,{"$f":"ROUND(G50,0)","v":{"v":12,"d":"12.00"}},{"v":1550,"d":"1550.00"},{"$f":"I51*J50","v":{"v":18600,"d":"18,600.00"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"No",{"$f":"SUM(I50:I50)","v":{"v":12,"d":"12.00"}},null,null,{"$f":"+K50/$K$57","v":{"v":0.07707546376787278,"d":"8%"}},null,{"$f":"+I51*$J$58","v":{"v":276,"d":"276.00"}},{"$f":"+I51*J50*$J$58","v":{"v":427800,"d":"427,800"}}]
[{"$f":"+A49+1","v":11},"Backfill"]
[null,"Backfill (Total Excavation)",null,{"$f":"+D10","v":1},null,null,{"$f":"I11","v":{"v":1700,"d":"1700.00"}},null,{"$f":"PRODUCT(D53:G53)","v":{"v":1700,"d":"1700.00"}},{"v":32,"d":"32.00"},{"$f":"I55*J53","v":{"v":36357.56,"d":"36,357.56"}}]
[null,"D/d of Manhole",null,-1,"Area",{"$f":"3.14*(($C$5+$G$5+$G$5)*($C$5+$G$5+$G$5))/4","v":{"v":33.16625,"d":"33.17"}},{"$f":"+G10","v":{"v":17,"d":"17.00"}},null,{"$f":"PRODUCT(D54:G54)","v":{"v":-563.82625,"d":"-563.83"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"Cft",{"$f":"SUM(I53:I54)","v":{"v":1136.17375,"d":"1136.17"}},null,null,{"$f":"+K53/$K$57","v":{"v":0.15065998916496023,"d":"15%"}},null,{"$f":"+I55*$J$58","v":{"v":26131.996249999997,"d":"26,132.00"}},{"$f":"+I55*J53*$J$58","v":{"v":836223.8799999999,"d":"836,224"}}]
[{"$nulls":11},{"$f":"SUM(L10:L55)","v":{"v":1,"d":"100%"}}]
[{"$nulls":8}," Total Cost =",null,{"$f":"SUM(K9:K56)","v":{"v":241321.93425416667,"d":"241,322"}}]
[{"$nulls":8},"Total of Manhole=",{"$f":"+[17]Summary!O6","v":23},"No's"]
[{"$nulls":8},"Grand Total Cost=",null,{"$f":"+K57*J58","v":{"v":5550404.487845833,"d":"5,550,404"}},null,null,{"$f":"SUM(N9:N58)","v":{"v":104510.27488233795,"d":"104,510.27"}},{"$f":"SUM(O9:O58)","v":{"v":5550404.487845833,"d":"5,550,404"}}]

{"sheet":"M.H 6.5'dia (Type-VII","index":46,"n_rows":59,"n_cols":15,"rows_kept":59,"merged":[[0,3,0,8],[2,3,2,8],[6,0,7,0],[6,1,6,2],[6,3,6,8],[6,9,6,10],[7,1,7,2],[9,9,10,9],[9,10,10,10],[10,3,10,6],[12,9,13,9],[12,10,13,10],[13,3,13,6],[14,1,14,10],[15,9,16,9],[15,10,16,10],[16,3,16,6],[17,1,17,10],[18,9,19,9],[18,10,19,10],[19,3,19,6],[20,1,20,10],[21,9,24,9],[21,10,24,10],[24,3,24,6],[25,1,25,10],[26,9,31,9],[26,10,31,10],[31,3,31,6],[32,1,32,10],[33,9,38,9],[33,10,38,10],[38,3,38,6],[39,1,39,10],[40,9,44,9],[40,10,44,10],[44,3,44,6],[45,1,45,10],[46,9,47,9],[46,10,47,10],[47,3,47,6],[48,1,48,10],[49,9,50,9],[49,10,50,10],[50,3,50,6],[51,1,51,10],[52,9,54,9],[52,10,54,10],[54,3,54,6]]}
[{"$nulls":3},"Project Name",{"$nulls":5},"Manhole #"]
[{"$nulls":4},"CIVIL INFRASTRUCTURE WORKS",{"$nulls":4},"Road Name :"]
[{"$nulls":3},"RATE ANALYSIS INCLUDED LABOR",{"$nulls":5},"Sewer Line (Ø)",{"v":1.3333333333333333,"d":"1.33 ft"}]
["Manhole Data;"]
[null,"Manhole Inner dia(Ø)",{"v":6.5,"d":"6.50 ft"},"Depth of Manhole,",{"v":18,"d":"18.00 ft"},"Wall Thick-I",{"v":0.75,"d":"0.75 ft"},"Wall Thick-II",{"$f":"13.5/12","v":{"v":1.125,"d":"1.125 ft"}},"MH Type-VII","Assumed Quantity,",1]
[]
["Sr.#","Item of Works",null,"ABSTRACT OF QUANTIES",{"$nulls":5},"RATE ANALYSIS"]
[null,"Decription of items",null,"No. ","Length (ft)","width\n (ft)","Height (ft)","Unit ","Qty","Unit\nRate ","Amount ",null,null,"Total Qty","Total Rs."]
[1,"Excavation"]
[null,"Excavation ",null,{"$f":"+L5","v":1},{"$f":"+C5+4.25+0.75","v":{"v":11.5,"d":"11.50"}},{"$f":"+E10","v":{"v":11.5,"d":"11.50"}},{"$f":"+E5","v":{"v":18,"d":"18.00"}},null,{"$f":"PRODUCT(D10:G10)","v":{"v":2380.5,"d":"2380.50"}},{"v":12,"d":"12.00"},{"$f":"I11*J10","v":{"v":28566,"d":"28,566.00"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"Cft",{"$f":"SUM(I10:I10)","v":{"v":2380.5,"d":"2380.50"}},null,null,{"$f":"+K10/$K$57","v":{"v":0.08831606169117082,"d":"9%"}},null,{"$f":"+I11*$J$58","v":{"v":4761,"d":"4,761.00"}},{"$f":"+I11*J10*$J$58","v":{"v":57132,"d":"57,132"}}]
[{"$f":"A9+1","v":2},"Dressing of bed"]
[null,"Dressing of bed",null,{"$f":"D10","v":1},{"$f":"+E10","v":{"v":11.5,"d":"11.50"}},{"$f":"((3.14*(($E$10-0.75)*($E$10-0.75))/4))","v":{"v":90.71656250000001,"d":"90.72"}},null,null,{"$f":"PRODUCT(D13:G13)","v":{"v":1043.2404687500002,"d":"1043.24"}},{"v":4,"d":"4.00"},{"$f":"I14*J13","v":{"v":4172.961875000001,"d":"4,172.96"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"Sft",{"$f":"SUM(I13:I13)","v":{"v":1043.2404687500002,"d":"1043.24"}},null,null,{"$f":"+K13/$K$57","v":{"v":0.012901335797360634,"d":"1%"}},null,{"$f":"+I14*$J$58","v":{"v":2086.4809375000004,"d":"2,086.48"}},{"$f":"+I14*J13*$J$58","v":{"v":8345.923750000002,"d":"8,346"}}]
[3,"Crurshed Stone Bedding"]
[null,"Crurshed Bedding 1\" Down",null,{"$f":"D10","v":1},"Area=",{"$f":"+F13","v":{"v":90.71656250000001,"d":"90.72"}},{"v":1,"d":"1.00"},null,{"$f":"PRODUCT(D16:G16)","v":{"v":90.71656250000001,"d":"90.72"}},{"v":140,"d":"140.00"},{"$f":"I17*J16","v":{"v":12700.318750000002,"d":"12,700.32"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"Cft",{"$f":"SUM(I16:I16)","v":{"v":90.71656250000001,"d":"90.72"}},null,null,{"$f":"+K16/$K$57","v":{"v":0.03926493503544541,"d":"4%"}},null,{"$f":"+I17*$J$58","v":{"v":181.43312500000002,"d":"181.43"}},{"$f":"+I17*J16*$J$58","v":{"v":25400.637500000004,"d":"25,401"}}]
[{"$f":"+A15+1","v":4},"PCC Concrete 1:4:8"]
[null,"Base Concrete 1:4:8",null,{"$f":"D13","v":1},"Area=",{"$f":"((3.14*(($E$10-1.75)*($E$10-1.75))/4))","v":{"v":74.62406250000001,"d":"74.62"}},0.75,null,{"$f":"PRODUCT(D19:G19)","v":{"v":55.968046875000006,"d":"55.97"}},{"v":280,"d":"280.00"},{"$f":"I20*J19","v":{"v":15671.053125000002,"d":"15,671.05"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"Cft",{"$f":"SUM(I19:I19)","v":{"v":55.968046875000006,"d":"55.97"}},null,null,{"$f":"+K19/$K$57","v":{"v":0.04844940469625132,"d":"5%"}},null,{"$f":"+I20*$J$58","v":{"v":111.93609375000001,"d":"111.94"}},{"$f":"+I20*J19*$J$58","v":{"v":31342.106250000004,"d":"31,342"}}]
[{"$f":"+A18+1","v":5},"Pacca Brick Work with 1:3 C/S Mortar"]
[null,"Wall (Circular) ",null,1,{"$f":"3.142*($C$5+$I$5)","v":{"v":23.95775,"d":"23.96"}},{"$f":"+I5","v":{"v":1.125,"d":"1.13"}},{"$f":"+$G$10-$G$16-$G$19-G23-G23","v":5.75},null,{"$f":"PRODUCT(D22:G22)","v":{"v":154.9766953125,"d":"154.98"}},{"v":420,"d":"420.00"},{"$f":"+I25*J22","v":{"v":116143.330905,"d":"116,143.33"}}]
[null,"Wall (Circular) ",null,{"$f":"+D19","v":1},{"$f":"3.142*($C$5+$G$5)","v":{"v":22.7795,"d":"22.78"}},{"$f":"$G$5","v":0.75},{"$f":"8-G24","v":5.25},null,{"$f":"PRODUCT(D23:G23)","v":{"v":89.69428124999999,"d":"89.69"}}]
[null,"Wall (Dome)",null,{"$f":"D23","v":1},{"$f":"((3.142*($C$5+$G$5))+(3.142*(1.833+$G$5)))/2","v":{"v":15.447643,"d":"15.45"}},{"$f":"$G$5","v":0.75},2.75,null,{"v":31.860763687499997,"d":"31.86"}]
[null,"Qty",null,"Total:",{"$nulls":3},"Cft",{"$f":"SUM(I22:I24)","v":{"v":276.53174025,"d":"276.53"}},null,null,{"$f":"+K22/$K$57","v":{"v":0.35907447935391884,"d":"36%"}},null,{"$f":"+I25*$J$58","v":{"v":553.0634805,"d":"553.06"}},{"$f":"+I25*J22*$J$58","v":{"v":232286.66181,"d":"232,287"}}]
[{"$f":"+A21+1","v":6},"Plaster Work with 1:3 C/S Mortar"]
[null,"Wall (Circular) Outer Side",null,{"$f":"D24","v":1},{"$f":"3.142*(+$C$5+$I$5+$I$5)","v":{"v":27.4925,"d":"27.49"}},null,{"$f":"+G22","v":5.75},null,{"$f":"PRODUCT(D27:G27)","v":{"v":158.081875,"d":"158.08"}},{"v":48,"d":"48.00"},{"$f":"+I32*J27","v":{"v":26996.302791999995,"d":"26,996.30"}}]
[null,"Wall (Circular) Outer Side",null,{"$f":"+D27","v":1},{"$f":"3.142*(+$C$5+$G$5+$G$5)","v":{"v":25.136,"d":"25.14"}},null,{"$f":"+G23","v":5.25},null,{"$f":"PRODUCT(D28:G28)","v":{"v":131.964,"d":"131.96"}}]
[null,"Wall (Dome) Outer Side",null,{"$f":"D27","v":1},{"$f":"((3.142*($C$5+$G$5+$G$5))+(3.142*(1.833+$G$5+$G$5)))/2","v":{"v":17.804143,"d":"17.80"}},null,{"$f":"+G24","v":2.75},null,{"$f":"PRODUCT(D29:G29)","v":{"v":48.96139325,"d":"48.96"}}]
[null,"Wall (Circular) inner Side",null,1,{"$f":"3.142*($C$5)","v":{"v":20.423,"d":"20.42"}},null,{"$f":"+G27+G28-G43","v":{"v":9.176666666666666,"d":"9.18"}},null,{"$f":"PRODUCT(D30:G30)","v":{"v":187.4150633333333,"d":"187.42"}}]
[null,"Wall (Dome Inner Side",null,{"$f":"D30","v":1},{"$f":"((3.142*($C$5))+(3.142*(1.833)))/2","v":{"v":13.091142999999999,"d":"13.09"}},null,{"$f":"+G29","v":2.75},null,{"$f":"PRODUCT(D31:G31)","v":{"v":36.000643249999996,"d":"36.00"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"Sft",{"$f":"SUM(I27:I31)","v":{"v":562.4229748333332,"d":"562.42"}},null,null,{"$f":"+K27/$K$57","v":{"v":0.08346310798893083,"d":"8%"}},null,{"$f":"+I32*$J$58","v":{"v":1124.8459496666665,"d":"1,124.85"}},{"$f":"+I32*J27*$J$58","v":{"v":53992.60558399999,"d":"53,993"}}]
[{"$f":"+A26+1","v":7},"Bituman Coating "]
[null,"Wall (Circular) Outer Side",null,{"$f":"D50","v":1},{"$f":"+E27","v":{"v":27.4925,"d":"27.49"}},null,{"$f":"+G27","v":5.75},null,{"$f":"PRODUCT(D34:G34)","v":{"v":158.081875,"d":"158.08"}},{"v":14,"d":"14.00"},{"$f":"I39*J34","v":{"v":4746.101755500001,"d":"4,746.10"}}]
[null,"Wall (Circular) Outer Side",null,{"$f":"+D34","v":1},{"$f":"+E28","v":{"v":25.136,"d":"25.14"}},null,{"$f":"+G28","v":5.25},null,{"$f":"PRODUCT(D35:G35)","v":{"v":131.964,"d":"131.96"}}]
[null,"Wall (Dome) Outer Side",null,{"$f":"D34","v":1},{"$f":"+E29","v":{"v":17.804143,"d":"17.80"}},null,{"$f":"+G29","v":2.75},null,{"$f":"PRODUCT(D36:G36)","v":{"v":48.96139325,"d":"48.96"}}]
[null,"Wall (Circular) inner Side",null,0,{"$f":"+E30","v":{"v":20.423,"d":"20.42"}},null,{"$f":"+G30","v":{"v":9.176666666666666,"d":"9.18"}},null,{"$f":"PRODUCT(D37:G37)","v":{"v":0,"d":"0.00"}}]
[null,"Wall (Dome Inner Side",null,{"$f":"+D37","v":0},{"$f":"+E31","v":{"v":13.091142999999999,"d":"13.09"}},null,{"$f":"+G31","v":2.75},null,{"$f":"PRODUCT(D38:G38)","v":{"v":0,"d":"0.00"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"Sft",{"$f":"SUM(I34:I38)","v":{"v":339.00726825000004,"d":"339.01"}},null,null,{"$f":"+K34/$K$57","v":{"v":0.014673283463954077,"d":"1%"}},null,{"$f":"+I39*$J$58","v":{"v":678.0145365000001,"d":"678.01"}},{"$f":"+I39*J34*$J$58","v":{"v":9492.203511000002,"d":"9,492"}}]
[{"$f":"+A33+1","v":8},"Concrete 1:2:4"]
[null,"Top Cover Slab",null,{"$f":"D24","v":1},"Area=",{"$f":"((3.14*(3.83*3.83))/4)","v":{"v":11.5150865,"d":"11.52"}},0.75,null,{"$f":"PRODUCT(D41:G41)","v":{"v":8.636314875,"d":"8.64"}},{"v":450,"d":"450.00"},{"$f":"I45*J41","v":{"v":29743.093958333327,"d":"29,743.09"}}]
[null,"D/d of Manhole Cover",null,-1,"Area=",{"$f":"((3.14*(1.83*1.83))/4)","v":{"v":2.6288865000000006,"d":"2.63"}},0.75,null,{"$f":"PRODUCT(D42:G42)","v":{"v":-1.9716648750000005,"d":"-1.97"}}]
[null,"Beching PCC",null,{"$f":"+D41","v":1},"Area=",{"$f":"((3.14*(C5*C5))/4)","v":{"v":33.16625,"d":"33.17"}},{"$f":"0.33+($K$3+0.16)","v":{"v":1.8233333333333333,"d":"1.82"}},null,{"$f":"PRODUCT(D43:G43)","v":{"v":60.47312916666666,"d":"60.47"}}]
[null,"D/d of Pipe ",null,-1,"Area=",{"$f":"((3.14*(K3*K3))/4)/2","v":{"v":0.6977777777777777,"d":"0.70"}},{"$f":"($K$3+0.16)","v":{"v":1.4933333333333332,"d":"1.49"}},null,{"$f":"PRODUCT(D44:G44)","v":{"v":-1.0420148148148147,"d":"-1.04"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"Cft",{"$f":"SUM(I41:I44)","v":{"v":66.09576435185184,"d":"66.10"}},null,null,{"$f":"+K41/$K$57","v":{"v":0.09195522372437359,"d":"9%"}},null,{"$f":"+I45*$J$58","v":{"v":132.19152870370368,"d":"132.19"}},{"$f":"+I45*J41*$J$58","v":{"v":59486.187916666655,"d":"59,486"}}]
[{"$f":"+A40+1","v":9},"Manhole Cover 22\" dia"]
[null," 22\" dia MH Cover",null,1,{"$nulls":4},{"$f":"PRODUCT(D47:G47)","v":{"v":1,"d":"1.00"}},{"v":17325,"d":"17325.00"},{"$f":"I48*J47","v":{"v":17325,"d":"17,325.00"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"No",{"$f":"SUM(I47:I47)","v":{"v":1,"d":"1.00"}},null,null,{"$f":"+K47/$K$57","v":{"v":0.05356282884546434,"d":"5%"}},null,{"$f":"+I48*$J$58","v":{"v":2,"d":"2.00"}},{"$f":"+I48*J47*$J$58","v":{"v":34650,"d":"34,650"}}]
[{"$f":"+A46+1","v":10},"Malleable Iron Step"]
[null,"Iron Step @1' C/C",null,1,null,"Brick Work Height",{"$f":"+(+G22+G23+G24)-1","v":12.75},null,{"$f":"ROUND(G50,0)","v":{"v":13,"d":"13.00"}},{"v":1550,"d":"1550.00"},{"$f":"I51*J50","v":{"v":20150,"d":"20,150.00"}}]
[null,"Qty",null,"Total:",{"$nulls":3},"No",{"$f":"SUM(I50:I50)","v":{"v":13,"d":"13.00"}},null,null,{"$f":"+K50/$K$57","v":{"v":0.06229673888808695,"d":"6%"}},null,{"$f":"+I51*$J$58","v":{"v":26,"d":"26.00"}},{"$f":"+I51*J50*$J$58","v":{"v":40300,"d":"40,300"}}]
[{"$f":"+A49+1","v":11},"Backfill"]
[null,"Backfill (Total Excavation)",null,{"$f":"+D10","v":1},null,null,{"$f":"I11","v":{"v":2380.5,"d":"2380.50"}},null,{"$f":"PRODUCT(D53:G53)","v":{"v":2380.5,"d":"2380.50"}},{"v":32,"d":"32.00"},{"$f":"I55*J53","v":{"v":47237.759999999995,"d":"47,237.76"}}]
[null,"D/d of Manhole",null,-1,"Area",{"$f":"3.14*(($C$5+$G$5+$G$5)*($C$5+$G$5+$G$5))/4","v":50.24},{"$f":"+G10","v":{"v":18,"d":"18.00"}},null,{"$f":"PRODUCT(D54:G54)","v":-904.32}]
[null,"Qty",null,"Total:",{"$nulls":3},"Cft",{"$f":"SUM(I53:I54)","v":{"v":1476.1799999999998,"d":"1476.18"}},null,null,{"$f":"+K53/$K$57","v":{"v":0.14604260051504306,"d":"15%"}},null,{"$f":"+I55*$J$58","v":{"v":2952.3599999999997,"d":"2,952.36"}},{"$f":"+I55*J53*$J$58","v":{"v":94475.51999999999,"d":"94,476"}}]
[{"$nulls":11},{"$f":"SUM(L9:L55)","v":{"v":0.9999999999999999,"d":"100%"}}]
[{"$nulls":8}," Total Cost =",null,{"$f":"SUM(K9:K56)","v":{"v":323451.92316083336,"d":"323,452"}}]
[{"$nulls":8},"Total of Manhole=",{"$f":"+[17]Summary!Q6","v":2},"No's"]
[{"$nulls":8},"Grand Total Cost=",null,{"$f":"+K57*J58","v":{"v":646903.8463216667,"d":"646,904"}},null,null,{"$f":"SUM(N9:N58)","v":{"v":12609.32565162037,"d":"12,609.33"}},{"$f":"SUM(O9:O58)","v":{"v":646903.8463216667,"d":"646,904"}}]

{"sheet":"Material Rates ","index":47,"n_rows":18,"n_cols":12,"rows_kept":18,"merged":[[1,0,2,9],[4,1,4,2],[15,1,15,2]]}
[]
["FIXING OF APRON JALI"]
[]
[]
["A","Cement Mortor 1-1/2\" thick for 100 Sft"]
[null,"Material Analysis:",{"$nulls":9},"fixing"]
["1.","Wet volume of Mortar ",null,"=","100 x 1.5/12","=",{"$f":"100*1.5/12","v":{"v":12.5,"d":"12.50"}},"Cft"]
["2.","Add: 1/3rd for shrinkage",null,"=","9.84 x 1/3   ","=",{"$f":"G7/3","v":{"v":4.166666666666667,"d":"4.17"}},"Cft"]
["3.","Sub-Total (Sr. # 1 & 2)",{"$nulls":3},"=",{"$f":"SUM(G7:G8)","v":{"v":16.666666666666668,"d":"16.67"}},"Cft"]
["4.","Add: 5% Wastage on Sr. # 3",null,null,"13.12 x 5%","=",{"$f":"G9*5%","v":{"v":0.8333333333333335,"d":"0.83"}},"Cft"]
["5.","G-Total (Sr. # 3 & 4)",null,"=","13.12+0.66","=",{"$f":"SUM(G9+G10)","v":{"v":17.5,"d":"17.50"}},"Cft"]
[]
[null,"Ratio of Mortar:",null,"=","(1 : 4)"]
[null,"Sum of Ratio",null,"=","1 + 4 = 5"]
["6.","Cement",null,"=","(13.78*1/5)/1.25","=",{"$f":"(G11/5)/1.25","v":{"v":2.8,"d":"2.800"}},"Bag",{"$nulls":3},{"$f":"G15/100*37.781","v":{"v":1.0578679999999998,"d":"1.06"}}]
["7.","Sand Local",null,"=","(13.78* 4/5)","=",{"$f":"(G11*4)/5","v":{"v":14,"d":"14.000"}},"Cft",{"$nulls":3},{"$f":"G16/100*37.781","v":{"v":5.28934,"d":"5.29"}}]
[null,"Cement used for area1 m² or  10.764 Sft",null,"=","(3.674/100)*10.764","=",{"$f":"(G15/100)*10.764","v":{"v":0.30139199999999994,"d":"0.301"}},"Bag"]
[null,"Sand used for area 1 m² or  10.764 Sft",null,"=","(9.186/100)*10.764","=",{"$f":"(G16/100)*10.764","v":{"v":1.50696,"d":"1.507"}},"Cft"]

{"sheet":"LAbor RATE GRANITE STAIR STEP","index":48,"n_rows":14,"n_cols":18,"rows_kept":14,"merged":[[0,0,0,12]]}
["ANALYSIS OF RATE GRANITE STAIR STEP"]
[]
[]
["STAIR STEPS"]
["Labor Rate"]
[null,"Area "]
[null,"1No Step  (R=7\" ,T=10.50\" W=4.0')",1,"x",{"v":4,"d":"4.00"},"x",{"$f":"0.58+0.875+0.08","v":{"v":1.5350000000000001,"d":"1.54"}},"=",{"$f":"C7*E7*G7","v":{"v":6.140000000000001,"d":"6.140"}},{"$nulls":5},{"$f":"7/12","v":0.5833333333333334},{"$f":"10.5/12","v":0.875},{"$f":"1/12","v":0.08333333333333333}]
[{"$nulls":14},0.58,0.875,0.08,{"$f":"O8+P8+Q8","v":1.5350000000000001}]
["A","Total Quantity (Sft)",{"$nulls":5},"=",{"$f":"I7","v":{"v":6.140000000000001,"d":"6.14"}},"Sft"]
[]
["B","Rate as per sub-contractor Quotation Rate per No",{"$nulls":5},"=",{"v":330,"d":"330.00"},"Rs./No"]
["C","Rate per Sft as per sub-contactor Quotation",{"$nulls":9},{"$f":"I11/I9","v":{"v":53.74592833876221,"d":"53.746"}},"Rs/ Sft"]
[]
[null,"Rate as per Quotation",null,null,"@",null,{"v":45,"d":"45.0"},"Rs/Sft",{"$nulls":3},{"$f":"G14*I9","v":{"v":276.3,"d":"276.300"}},"Rs.No"]