MilstonesMilestones, Module (M1)MilestoneCost (Rs Millions)Percentage of total CostFoundation (up to Plinth level) Excavation, PCC (1:4:8), RCC (1:2:4) in raft, Plinth beam, mild steel and BB work1.950%Masonary up to roof level B.B.Masenory (1:6) as in S/S G.F, steel chowkat, steel windows, R.C.C.(1:2:4) as column, roof beams and mild steel. (without pouring of roof beams)1.440%After laying slab-IR.C.C.(1:2:4) as roof slab, Earth filling under floor, Sand filling under floor, P.C.C.(1:4:8) as under floor, 2" flooring, marbel flooring , marbel skirting, plaster (1:4), plaster under soffit, roof beams, mild steel & 10 % of internal electrification.2.590%- 09.63Before laying slab-IIB.B.Masenory (1:6) as in S/S F.F, steel chowkat, Steel windows, R.C.C.(1:2:4) as roof beam,column (without pouring of roof beams).- 00%- 0After laying slab-IITruss roof, errection, CGI Sheet, PGI Sheet, Gable beams, mild steel & 10 % of internal electrification.2.040%Finishing works- 00%Total- 00%- 0

breakupMain BuildingS.NoDescriptionCost In MillionPercentage %Remarks0.002.791Foundation1.9521.771.622Before laying slab-I1.4416.101.533After laying Slab-I2.5928.901.524Before laying slab-II0.000.001.615After laying Slab-II2.0422.724.446Finishing0.000.0013.510.00000

breakup main buildSteps for Mode of PaymentsS.No.DescriptionQuantityUnitRate (Rs)Amount (Rs)Foundation (up to Plinth level)1Excavation as in Foundation of bldg, bridge & other str. ordy. Soil.612.55M3105.1064379.032P.C.C.(1:4:8) as in Foundation113.08M32890.30326840.183R.C.C.(1:2:4) as in raft foundn.76.62M34699.95360104.954R.C.C.(1:2:4) as column and Plinth Beam28.62M35261.50150586.605S/Fab of mild steel bars deformed9.97T82234.55820216.18Total1722126.94Add 8% location factor137770.161859897.10Add 5% Contingency92994.85Grand Total1952891.95In Million1.95Masonary up to roof level7B.B.Masenory (1:6) as in S/S G.F96.02M33925.20376906.948R.C.C.(1:2:4) as beam,column27.37M35261.50144013.459S/Fab of mild steel bars deformed3.22T82234.55265121.0710S/F of steel chowkat of 18 SWG as Specified36.71M21053.9338689.3411S/F of steel windows.96.84M24635.02448854.30Total1273585.11Add 8% location factor101886.811375471.92Add 5% Contingency68773.60Grand Total1444245.51In Million1.44After laying slab-I12R.C.C.(1:2:4) as roof,beam,column slab36.92M35261.50194261.7513S/Fab of mild steel bars deformed4.35T82234.55357625.5014Earth filling under floor233.06M3104.5524366.161690407.3515Sand filling under floor.31.75M3712.9122634.4616PCC (1:2:4) 2" Thick Under floor530.12M2338.08179224.0917Marbel Flooring 1" Thick528.64M21494.14789867.1118Marbel skirting408.00M2596.56243395.08191/2'' thick cement sand plaster (1:4)1412.87M2123.61174645.10203/8'' thick cement sand plaster under soffit of RCC roof. (1:3)760.79M2144.68110071.4821MS flat 1/2"x1/8" grill in windows of approved design including painting 3 coats, complete96.84M21509.75146203.852210% of Electrification44004.98Total2286299.57Add 8% location factor182903.972469203.54Add 5% Contingency123460.176870914Grand Total2592663.710.24In Million2.592.833.26Before laying slab-II23B.B.Masenory (1:6) as in S/S F.F55.17M34109.91226753.4024R.C.C.(1:2:4) as roof,beam,column slab, linten20.09M35679.89114096.3225S/Fab of mild steel bars deformed2.37T82234.55194572.9526S/F of steel chowkat of 18 SWG as specified0.00M21053.930.0027S/F Steel Window0.00M24635.020.00Total0.00Add 8% location factor0.000.00Add 5% Contingency0.00Grand Total0.00In Million0.00After laying slab-II28Truss Roof12.70T97,840.001242568.0029Errection12.70T4,920.4862490.1030CGI Sheet,289.96M2980.45284294.0531PGI Sheet67.66M21,130.1476463.0032RCC Gable Beam5.66M35680.2532164.5033S/Fab of mild steel bars deformed0.67T82234.5554847.913410% of Electrification44004.98Total1796832.53Add 8% location factor143746.601940579.14Add 5% Contingency97028.96Grand Total2037608.09In Million2.0431Finishing and Development works0.00Add 8% location factor0.000.00Add 5% Contingency0.00Grand Total0.00In Million0.000.00

ABSTRACTDETAIL COST ESTIMATEPer Squired ForReconstruction/Rehabilitation of Fully Damaged Primary Schools (06 Classrooms)4875.72GENERAL ABSTRACT OF COST.M1519539S.No.DESCRIPTION.AMOUNT.1MAIN BUILDING CIVIL WORK(G.F)Covered Area (2586) SftRs.126086132MAIN BUILDING CIVIL WORK(F.F)Covered Area (2586) SftRs.237002616.96055793695216.2503INTERNAL ELECTRIFICATION.Rs.440050TOTALRs.15418689ADD 10% Location Factor1541869G.TOTALRs.16960558Add 0.5% ContigencyRs.84803IN MILLIONS17.059.63

Ab GFPACKAGE NO:3; BOQ OF GPS KUNALS.No.DescriptionCSR 2009 Ref. No.QuantityUnitRate (Rs)Amount (Rs)1Excavation in foundation of building, bridges etc complete in ordinary soil(03-23-b)612.55M3105.164379.032Plain Cement Concrete including placing, compacting, finishing & curing (Ratio 1:4:8)(06-05-i)113.08M32890.3326840.183RCC in raft foundation slab, base slab of column & ret, wall etc, not including in 06-06. Type C(1:2:4)(06-06-b-03)76.62M34699.95360104.954RCC in roof slab, beam, column & other structural members, insitu or precast. Type C (1:2:4)(06-06-a-03)131.29M35261.5690798.175Supply & fabricate M.S. reinforcement for cement concrete, (Hot rolled deformed bars Grade 40)(06-07-c)28.36T82234.552331918.246Pacca brick work in ground floor Cement, sand mortar 1:4(07-05-a-03)96.02M33925.2376906.947Filling, watering and ramming earth under floor with earth excavated from outside lead upto 50m.(03-16-b)233.06M3104.5524366.168Provide, lay, water & ram clean coarse sand under floor / brick paving, complete(10-03-a)31.75M3712.9122634.469Provide & lay topping of concrete 1:2:4, including surface finishing & dividing in panels : 2" thick(10-15-e)530.12M2338.08179224.0910Provide & lay marble fine dressed stone flooring on surface in white cement complete: 1" thick (Badel, Silky black, Sunny white, Sunny Grey or eq)(10-56-b)528.64M21494.14789867.1111Provide & lay marble fine dressed and polished stone dado or skirting in white cement complete : 1/2" thick (Badel, Silky black, Sunny white, Sunny Grey or eq)(10-41-b)408.00M2596.56243395.0812Cement plaster 1:4 upto 20' height 1/2" thick(11-9-b)1412.87M2123.61174645.1013Cement plaster 3/8" thick under soffit of RCC roof slabs only upto 20' height : (1:3)of RCC slab only (1:3)(11-10-b)760.79M2144.68110071.4814cement pointing in 1:2 to wall struck joints(11-18-b)923.62M2128.83118989.5215S/F of steel chowkat of 18 SWG as SpecifiedNSI36.71M21053.9338689.3416First class deodar wood wrought joinery in doors and windows etc. complete : 1-3/4" thick(12-07-b)36.71M26971.16255908.4317Providing and Fixing steel windows with openable glazed panels With 22 SWG wire gauze : Glass pane 5mm(25-39-b-05)96.84M24635.02448854.3018MS flat 1/2"x1/8" grill in windows of approved design including painting 3 coats, complete(12-50)96.84M21509.75146203.8519Distempering New surface : Three coats(11-23-a-03)1907.54M242.0480193.1820Preparing surface & painting with snowcem / weathershield paint : First coat + Preparing surface & painting with snowcem / weathershield paint : 2nd & subsequent coats(13-38-a+13-38-b)663.40M2132.6988026.0921Burnt brick (1st class) pavement on edge grouted with sand including preparation of bed(10-47)188.63M2396.774829.9522S/F black board as specified:NSI17.84M2600.6710718.2823Providing and Fixing stair railing of 2.5" i/d GI pipe, welded with 5/8"x5/8" MS bars 2'-9" high, fixed in each step(25-37)19.51M992.6319367.1824Providing and Fixing terrace railing of 2" i/d conduit pipe 16 SWG welded with 5/8"x5/8" sq bar 2.75' high complete(25-33)35.29M22379.4783981.0525Prepare & Paint new surface, doors & windows Priming coat + Prepare & Paint new surface, doors & windows Each subsequent coat of paint(13-06-c-01+13-06-c-02)52.23M2184.749648.8926Plain Cement Concrete including placing, compacting, finishing & curing (1:3:6)(06-05-h)17.06M33477.2159322.7827Provide & fix deodar wood almirah 9"-12" depth including boxing with back, shelves, shutters etc(12-22-a)9.76M210,262.79100148.0428Chemical polishing of marble floor/Dado(10-50)936.64M2173.96162938.6429Provision of painted M.S/G.I Flag post in 3'' dia and 20 feet in length with Pakistani flage, rope & PCC 1:2:4) plateform complete in all respect as decided by the Site Engineer.NSI1.00Job12000.0012000.00Finishing30Spraying anti-termite liquid mixed with water in the ratio 1:40(26-15)288.04M213.163790.5631RCC in roof slab, beam, column & other structural members, insitu or precast. Type C (1:2:4) + Add extra labour for RCC in 2nd & subsequent storeys(06-06-a-03) + (06-06-e)25.75M35680.25146266.4432Pacca brick work in ground floor Cement, sand mortar 1:4 + Add extra on item No.07-05 for brick work in First floor(07-05-a-03) +07-06-a)55.17M34109.91226743.7333Supply and Fixing aluminium door/window, Economy model Fixed louver in 2" frame(12-53-a-04)18.40M23661.6267373.8134P/F 10mm Lasani wood ceiling with 1 coat of priming & 2 finishing coats of distermper (ICI pant) on both sides, complete with aluminum strips, GI wires as per drawing and specificationNSI295.04M21,200.00354048.0035Fabrication of heavy steel work with angle, tees, sheet iron etc for making trusses, girders etc i/c red oxide(25-10)17.20T97,840.001682848.0036Erection and fitting in position iron trusses, staging of water tanks, etc(25-11)17.20T4,920.4884632.2637Supply & fix corrugated GI sheet with GI bolts, nuts, limpet etc. complete : 22 BWG powder coated.(09-13-b)379.18M2980.45371767.0338Flat sheet roof with GI plain sheets, including batten rolls, screws, clips etc : 22 BWG(09-24-a)96.84M21,130.14109442.7639Plain Cement Concrete including placing, compacting, finishing & curing (Ratio 1:2:4)(06-05-f)32.23M34156.42133961.4240Single layer of tiles 10"x5"x1.25" laid over 4" earth and 1" mud plaster on top of RC roof slab(09-05)23.40M2529.5212390.7741Cast iron rain water down pipe fixed in position excluding heads & shoes : 4" dia(09-19-a)17.07M1053.5417983.9342Heads for cast iron rain water down pipe fixed in place including cost of clamp holdfast and painting09-20-8.00each500.354002.8043Providing and Laying cut, joint, test & disinfect GI pipe line Using light quality GI Pipe : 1/2" i/d(24-16-c-01)100.00M136.1613616.0044Providing and Laying cut, joint, test & disinfect GI pipe line Using light quality GI Pipe : 3/4" i/d.(24-16-c-02)159.85M184.0429418.7945Providing and Fixing glazed earthen ware WC squatting type with built-in foot rests : White(14-03-a)4.00No1288.455153.8046P & F earthern ware low down flushing Providing and Fixing glazed earthen ware low down flushing cistern 3 gallons capacity : White(14-10-a)4.00No14845936.0047Providing and Fixing CP pillar-cock, heavy type : 1/2"(14-21-b)8.00No417.083336.6448Providing and Fixing CP bib-cock, heavy type : 1/2"(14-24-b)10.00No343.273432.7049Providing and Fixing CI floor trap including CI grating & concrete chamber all round : 4"x2"(14-31-a)6.00No240.851445.1050Soakage Pit (6'dia x 15' deep) complete(23-11)2.00No9917.1519834.3051Constn. Of Main Hole.NSI4.00No10004000.0052Septic Tank (int.Size: 7'x2'x5') complete(23-10)3.00No10154.5530463.6553Providing and Laying cut, joint, test & disinfect GI pipe line Using light quality GI Pipe : 3" i/d(24-16-c-08)10.00M765.777657.7054Providing and Laying cut, joint, test & disinfect GI pipe line Using light quality GI Pipe : 1" i/d(24-16-c-03)102.00M245.4825038.9655Supplying and Fixing MS manhole cover of 0.25" thick sheet & angle iron frame 2"x2"x0.25" with lock complete(24-33)0.37M24,497.101663.93561.375" thick mosaic flooring, including rubbing and polishing complete : Using grey cement(10-21-a)8.09M2625.035056.4957Mosaic dado or skirting complete as per specs Using grey cement : 1/2" thick(10-40-a-02)10.41M2590.396145.9658Providing and Laying non-reinforced concrete pipe, moulded with cement concrete 1:1.5:3 complete : 6" i/d(23-02-b)45.11M413.3618646.6759Ramming earthwork behind retaining wall(03-26-d)117.78M319.712321.4460Pacca brick work other than building upto 10 ft. height : Cement, sand mortar 1:4(07-07-a-03)59.46M33636.38216219.1561Supplying and Fixing 18 SWG MS Sheet Gate with angle iron frame (2"x2"x3/16") with side window, lock, painting etc(25-47-b)6.51M24036.6626278.6662White washing: New surface : Three coats(11-25-a-03)1040.88M219.1419922.4463Erecting & removing formwork to concrete in any shape / position (Vertical)(06-38-b)35.00M2306.5910730.6564Random rubble masonry in foundn. & plinth in cement, sand mortar : Ratio 1:6(08-01-d-03)244.62M33185.11779141.6165Levelling dressing & making lawn including demolishing.Lumsum1.00job100000100000.0066Instalation of Sign board including painting and letteringLumsum1.00job2000020000.0067Wiring of light/fan/call-bell point in 3/0.029 PVC insulated bare cable in PVC pipe recessed(15-50)240No867.02208084.8068Wiring of 2/3-pin 5-Amp. plug point in 3/0.029 PVC insulated bare cable in PVC pipe recessed(15-51)48No432.5920764.3269Wiring of 2/3-pin 5-Amp. plug point in 3/0.029 PVC insulated bare cable in PVC pipe recessed(15-22-a)83No34.592870.9770Supply and Erection fluorescent tube light fitting including 4' rod, choke, starter, flexible wire etc : Single(15-61-a)82No784.964361.8071Supply and Erection circuit breaker (imported) on sahl wood board complete : 2/5/15 Amp.(15-26-a)30No304.339129.9072Supply and Erection single phase imported auto circuit(15-71-d)34No322.4810964.3273Supply and Erection girder clamp hook, 5/8" dia.for(15-25)46No63.132903.9874Supply and Erection best quality AC ceiling fan complete with GI rod, canopy, blades & regulator : 56" sweep(15-68-c)46No2191.13100791.9875Earthing of iron clad/aluminium switches etc with GI wire #8 SWG in GI pipe 0.5" dia(15-41)5No3515.6617578.3076W/O main sub main double coveriSupply and Erection single core PVC insulated copper conductor 250/440 V grade cable : 3/0.029"(15-05-a)1000M28.6528650.00iiSupply and Erection single core PVC insulated copper conductor 250/440 V grade cable : 7/0.029"(15-05-c)1400M42.4759458.00iiiSupply and Erection single core PVC insulated copper conductor 250/440 V grade cable : 7/0.044"(15-05-e)450M82.8537282.5077Supply and Erection transpower auto circuit breaker 3-phase, 400V fungus moisture proofing : 100 Amp.(15-70-c)5No5724.7728623.8578Supply and Erection wall/pole type bracket with double cover water tight reflector, flexible wire & brass holder(15-15)23No53.811237.6379Supply and Erection cubical type factory fabricated floor/wall mounting steel main board comp. : Recessed(15-75-b)4No10057.140228.40Total12608613.00Add:1.1.% Cost Factor138694.00Total12747307.00Add;20% Preium2549461.00Total15296768.00Sayt15.296(M)Add:_______% Above/Below/AT Par.Contractor

G FLOOR1DETAIL COST ESTIMATEGROUND FLOOR CIVIL WORKS. NoDescriptionNo.Length (ft)Width (ft)Depth/Ht (ft)Quantity1Excavation in foundation of building.Main BuildingF195.505.505.00.=1361.25Cft150.25c/cF248.008.005.001280.00F3109.509.505.00.=4512.50Cft61c/cF449.509.505.00.=1805.00Cft36.25c/cWalls1160.001.501.00.=240.00Cft124.66c/cTotal Qty in CFt9198.75Qty in CM260.442P.C.C (1:4:8) as in foundation.F195.505.500.25.=68.06Cft150.25c/cF248.008.000.2564.00F3109.509.500.25.=225.63Cft61c/cF449.509.500.25.=90.25Cft36.25c/cWalls1160.001.500.25.=60.00Cft124.66c/cTotal Qty in CFt507.94Qty in CM14.383R.C.C (1:2:4) as in Raft foundation.F195.005.001.25.=281.25Cft150.25c/cF247.507.501.25281.25F3109.009.001.25.=1012.50Cft61c/cF449.009.001.25.=405.00Cft36.25c/cTotal Qty in CFt1980.00Qty in CM56.064Fabrication of Steel1.5% of item No-319807.35.=Qty in Ton22046.605R C C (1:2:4) as in lintle /bressumer etc.(Plinth Beam )CF191.001.004.75.=42.75CftCF241.001.004.7519.00CF3101.001.004.75.=47.50CF441.001.004.75.=19.00Plinth Beam.=CftPB1397.501.001.50.=438.75PB1526.751.001.50200.63PB2426.751.002.00.=214.00PB129.751.001.5029.25Total Qty in CFt1010.88Qty in CM28.626Fabrication of steel1.50 % of item No-510117.35.=ToneQty in Ton22043.377B. B work (1:4) as in super structure.Long wall Back Side197.500.7509.50.=694.69Cft150.25c/cLong wall Front Side180.000.7509.50570.00Cross wall616.000.7509.50.=684.00Cft16.75c/cTotal Qty in CFt.=1948.69CftQty in CM55.17M38R C C (1:2:4) as in lintle /bressumer etc.LintleRoof beams.B1397.501.001.00.=292.50Cft150.25c/cB1526.751.001.00133.75B129.751.001.00.=19.50Cft61c/cB2426.751.001.50.=160.50Cft36.25c/cSlab197.5026.750.50.=1304.06CftBeams & ColmnsSlabColumns311.001.009.50.=294.50Cft4.759671304.06W/Ch810.0002.500.33.=66.0027.371177802936.9213618347Total Qty in CFt2270.81SteelSteelQty in CM64.293.22396211434.34884726639Fabrication of steel1.50% of item No-822717.35.=Tone7.5728093807Qty in Ton22047.5710Earth filling under floorClass Room325.0016.002.50.=3000.00CftStair216.759.002.50.=753.75CftVer198.009.002.50.=2205.00CftTotal Qty in CFtTotal =5958.75CftQty in CM168.71M311Sand filling under floor.Class Room325.0016.000.33.=396.00CftStair216.759.000.33.=99.50CftVer198.009.000.33.=291.06CftTotal Qty in CFt786.56Qty in CM22.27M312P C C (1:4:8) under floorClass Room325.0016.000.33.=396.00CftStair216.759.000.33.=99.50CftVer198.009.000.33.=291.06CftUnder Plinth Beams (PB1)397.501.500.33144.79do526.751.500.3366.21PB2426.751.500.3352.97Under Plinth Beams (PB1)29.751.500.339.65Total Qty in CFt1060.17Qty in CM30.02M313PCC (1:2:4) 2" Thick Under floorClass Room325.0016.001200.00Stair29.0016.75301.50Ver197.509.00877.50Total Qty in SFt2379.00Qty in SM221.10sft14Marbel Flooring 1" ThickClass Room325.0016.001200.00Stair29.0016.75301.50Ver197.509.00877.50Total Qty in SFt2379.00Qty in SM221.1015Marbel SkirtingClass Roomx297.503.00.=585.00Sftdo..x279.503.00.=477.00Sftdo..x1216.003.00.=576.00SftColumnx94.003.00.=108.00SftTotal Qty in SFt1746.00Qty in SM162.27M2161/2'' thick cement sand plaster (1:4)x197.5010.50.=1023.75Sftx279.5010.50.=1669.50Sftx1016.0010.50.=1680.00Sftx94.0010.50.=378.00SftTotal Qty in SFt.=4751.25SftQty in SM441.57M2173/8'' thick cement sand plaster under soffit of RCC roof. (1:3)197.5026.75.=2608.13sft29.0019.50.=351.00sft1610.002.50.=400.00sftTotal Qty in SFt3359.130Qty in SM312.19M218Cement pointing in (1:3) to wall struck joints with Surkhi pointing197.510.50.=1023.75Sft179.510.50834.7521810.50.=378.00Column9410.50378.00Total Qty in SFt2614.50Qty in SM242.98M219S/F of steel sheet Chowkat of 18 SWG as specified34.009.50.=114.00SftTotal Qty in SFt.=114.00Qty in SM10.59M220S/F of Deodar Wood Joiunery 3/4" thick .34.009.50.=114.00SftTotal Qty in SFt.=114.00SftQty in SM10.59M221S/F of steel grill.W1116.006.50.=429.00SftTotal Qty in SFt.=429.00SftQty in SM39.87M222Distempering 3 coats. New surfaceQty in M2As per item No-(16+17)753.75M223Preparing surface & Painting with snowcem/ weathershield paint 3 coats.As per item No-18242.98M224B B (1st class ) Pavement on Edgesft197.503.00.=292.50226.753.00.=160.50sft197.508.00.=780.00sftQty in SFt1233.00Qty in SM114.59M225PCC (1:4:8) as under pavementAs per qty of item No. 241233.000.5Qty in CFt616.50Qty in CM17.4526S/F Black Board.38.004.00.=96.00SftTotal Qty in SFt96.00SftQty in SM8.92M227S/F Stair Railling of 2.5" i/d G I Pipe welded with 5/8"x5/8' MS bars 2'9" high .221.00.=42.00RftTotal Qty in RFt42.00RftQty in M12.80M228M/F Terrace railing 2" i/d conduit pipeMain Building197.501.5146.25Qty in M213.5929S/F Steel Window116.006.50.=429.00Total Qty in SFt.=429.00Qty in SM39.8730Painting to new surface wood workQty as item no. 20 x 221.1931PCC (1:3:6)Verandah Steps173.0030.5109.50do173.0020.573.00do173.0010.536.50Total Qty in CFt219.00Qty in M36.2032S/F Cupboard35.007.00.=105.00Total Qty in SFt.=105.00Qty in SM9.7633Chemical polishing of marble floor/DadoQty as item no. 14 + 150.00383.3634Flag Post complete in all respect11.0035Spraying anti-termite liquid mixed with water in the ratio 1:40Qty as item no. 13221.10Qty in SM221.10

&CPage &P

AB F.FloorDETAIL COST ESTIMATEABSTRACT OF COST (CIVIL WORK) 1st FLOORS.No.DescriptionCSR 2009 Ref. No.Quantity.UnitRate (Rs)Amount (Rs)1RCC in roof slab, beam, column & other structural members, insitu or precast. Type C (1:2:4) + Add extra labour for RCC in 2nd & subsequent storeys(06-06-a-03) + (06-06-e)25.75M35680.25146268.053Pacca brick work in ground floor Cement, sand mortar 1:4 + Add extra on item No.07-05 for brick work in First floor(07-05-a-03) +07-06-a)55.17M34109.91226753.4013Supply and Fixing aluminium door/window, Economy model Fixed louver in 2" frame(12-53-a-04)18.40M23661.6267379.2521P/F 10mm Lasani wood ceiling with 1 coat of priming & 2 finishing coats of distermper (ICI pant) on both sides, complete with aluminum strips, GI wires as per drawing and specificationNSI219.84M21,200.00263810.4122Fabrication of heavy steel work with angle, tees, sheet iron etc for making trusses, girders etc i/c red oxide(25-10)12.70T97,840.001242568.0023Erection and fitting in position iron trusses, staging of water tanks, etc(25-11)12.70T4,920.4862490.1024Supply & fix corrugated GI sheet with GI bolts, nuts, limpet etc. complete : 22 BWG powder coated.(09-13-b)289.96M2980.45284294.0525Flat sheet roof with GI plain sheets, including batten rolls, screws, clips etc : 22 BWG(09-24-a)67.66M21,130.1476463.00FinishingTotal2370026.260.00

F.FLOORDETAIL COST ESTIMATEFIRST FLOOR CIVIL WORKS. NoDescriptionNo.Length (ft)Width (ft)Depth/Ht (ft)QuantityQuantity1B. B work (1:4) as in super structure.Long wall Back Side197.500.7509.50694.6875695150.25c/cLong wall Front Side180.000.7509.50570570Cross wall616.000.7509.5068468461c/c8Total Qty in CFt1948.69194910c/cQty in CM55.1755.172R C C (1:2:4) as in lintle /bressumer etc.LintleRoof beams.B1397.501.001.00292.5293B1626.751.001.00160.5161Columns271.001.009.50256.52570.00Total Qty in CFt709.50710Qty in CM20.0920.093Fabrication of steel1.50% of item No-2Qty in Ton7107.352.37Tone22044PCC (1:2:4) 2" Thick Under floorClass Room325.0016.0012001200Stair29.0016.75301.5302Ver197.509.00877.5878Total Qty in SFt23792379Qty in SM221.10221.105Marbel Flooring 1" ThickClass Room325.0016.0012001200.00Stair29.0016.75301.5301.50Ver197.509.00877.5877.50Total Qty in SFt23792379.00Qty in SM221.10221.106Marbel SkirtingClass Roomx297.503.00585585do..x279.503.00477477do..x126.003.00216216Columnx94.003.00108108Total Qty in SFt13861386.00Qty in SM128.81128.8171/2'' thick cement sand plaster (1:4)x197.5010.501023.751024x279.5010.501669.51670x1016.0010.5016801680x94.0010.50378378Total Qty in SFt4751.254751Qty in SM441.57441.5783/8'' thick cement sand plaster under soffit of RCC roof. (1:3)197.5026.752608.125260829.0019.503513511610.002.50400400Total Qty in SFt3359.133359.13Qty in SM312.19312.199Cement pointing in (1:3) to wall struck joints with Surkhi pointing197.510.501023.751024179.510.50834.7583521810.50378378Column9410.50378378Total Qty in SFt2614.502615Qty in SM242.98242.9810S/F of steel sheet Chowkat of 18 SWG as specified34.009.50114114Total Qty in SFt114114Qty in SM10.5910.5911S/F of Deodar Wood Joiunery 3/4" thick .34.009.50114114Total Qty in SFt114114Qty in SM10.5910.5912S/F of steel grill.W1116.006.50429429Total Qty in SFt429429Qty in SM39.8739.8713Distempering 3 coats. New surfaceQty in M2As per item No-(7+8)753.75312.1914Preparing surface & Painting with snowcem/ weathershield paint 3 coats.As per item No-9242.98242.9815S/F Black Board.38.004.009696.00Total Qty in SFt9696.00Qty in SM8.928.9216S/F Stair Railling of 2.5" i/d G I Pipe welded with 5/8"x5/8' MS bars 2'9" high .211.002222.00Total Qty in RFt2222.00Qty in RM6.712.0417M/F Terrace railing 2" i/d conduit pipeMain Building197.501.5146.25146Total Qty in SFt146.2513.59Qty in SM13.59018S/F Steel Window116.006.50429.00429Total Qty in SFt429.00429Qty in SM39.8739.8719Painting to new surface wood workQty as item no. 11 x 221.191669.5020S/F Cupboard35.007.00105105Total Qty in SFt105.00105Qty in SM9.769.7621S/F of Aluminum fixed LouversTotal Qty in SFt116.003198.00SftQty in SM18.40M222Chemical polishing of marble floor/DadoQty as item no. 5 + 6349.9123P/F 10mm Lasani wood Ceiling CompleteClass Rooms325.0016.001200.00Stairs216.009.00288.00Ver197.509.00877.50Total Qty in SFt2365.50Qty in SM219.8424Fabrication of heavy steel work with angle, tees, sheet iron etc for making trusses, girders etcTruss total weight12.70Qty in Ton12.7025Erection and fitting in position iron trusses, staging of water tanks, etcTruss total weight12.70Qty in Ton12.7026Supply & fix corrugated GI sheet with GI bolts, nuts, limpet etc. complete : 22 BWGTruss total Quantity3120.00Qty in M2289.9627Flat sheet roof with GI plain sheets, including batten rolls, screws, clips etc : 22 BWG3101.002.00606.00230.502.00122.00Total Qty in SFt728.00Qty in SM67.6628R C C (1:2:4) as in lintle /bressumer etc.LintleGable Beam200.00Total Qty in CFt200.00Qty in CM5.6629Fabrication of steel1.50% of item No-31Qty in Ton2007.350.672204

&CPage &P

Internal ElectrifDETAIL COST ESTIMATEInternal ElectrificationS.NoDescription of itemCSR 2009 Ref. No.QtyUnitRateR.FactorAmount1Wiring of light/fan/call-bell point in 3/0.029 PVC insulated bare cable in PVC pipe recessed(15-50)(15-50)170No@Rs.867.021.08Rs147393.402Wiring of 2/3-pin 5-Amp. plug point in 3/0.029 PVC insulated bare cable in PVC pipe recessed(15-51)(15-51)36No@Rs.432.591.08Rs15573.243Supply and Erection button holder/angle holder Bakelite large size(15-22-a)(15-22-a)60No@Rs.34.591.08Rs2075.404Supply and Erection fluorescent tube light fitting including 4' rod, choke, starter, flexible wire etc : Single(15-61-a)(15-61-a)60No@Rs.784.91.08Rs47094.005Supply and Erection circuit breaker (imported) on sahl wood board complete : 2/5/15 Amp.(15-26-a)(15-26-a)20No@Rs.304.331.08Rs6086.606Supply and Erection single phase imported auto circuit(15-26-b)(15-71-d)24No@Rs.322.481.08Rs7739.527Supply and Erection girder clamp hook, 5/8" dia.for(15-25)(15-25)40No@Rs.63.131.08Rs2525.208Supply and Erection best quality AC ceiling fan complete with GI rod, canopy, blades & regulator : 56" sweep(15-68-c)(15-68-c)40No@Rs.2191.131.08Rs87645.209Earthing of iron clad/aluminium switches etc with GI wire #8 SWG in GI pipe 0.5" dia(15-41)(15-41)2No@Rs.3515.661.08Rs7031.3210W/O main sub main double coveriSupply and Erection single core PVC insulated copper conductor 250/440 V grade cable : 3/0.029"(15-05-a)(15-05-a)600M@Rs.28.651.08Rs17190.00iiSupply and Erection single core PVC insulated copper conductor 250/440 V grade cable : 7/0.029"(15-05-c)(15-05-c)1000M@Rs.42.471.08Rs42470.00iiiSupply and Erection single core PVC insulated copper conductor 250/440 V grade cable : 7/0.044"(15-05-e)(15-05-e)300M@Rs.82.851.08Rs24855.0011Supply and Erection transpower auto circuit breaker 3-phase, 400V fungus moisture proofing : 100 Amp.(15-70-c)(15-70-c)2No@Rs.5724.771.08Rs11449.5412Supply and Erection wall/pole type bracket with double cover water tight reflector, flexible wire & brass holder(15-15)(15-15)15No@Rs.53.811.08Rs807.1513Supply and Erection cubical type factory fabricated floor/wall mounting steel main board comp. : Recessed(15-75-b)(15-75-b)2No@Rs.10057.11.08Rs20114.2010%80%TotalRs440049.7744004.98352039.820