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Bill Residence Building at New Delhi

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RA Bill
68
DETAILS OF MEASUREMENTS FOR NEW DELHI S. Particulars Details ofActual Measurem No. Unit. No. L 1.4 i Garage block Sqm 1 7.780 5.400 UG tank Sqm 1 2.220 4.030 Sqm 2.1 i Garage block Cum 1 7.780 5.400 UG tank Cum 1 2.220 4.030 Cum 2.4 Providing & laying cement concrete DESIGN MI M !" C#1 Sla$% Plint $eam'% com(lete 'tairca'e% c a))a at all level' *14+," bet. Grid 2-!"-# Cum 1 12.8$0 .50 le%% roo& %lab t'ickne%% Cum -1 2.400 4.500 le%% roo& %lab t'ickne%% Cum -1 $.1$5 4.530 le%% roo& %lab t'ickne%% Cum -1 2.440 .3$0 (e%%li&t %'a&t )-* Cum -1 1.500 1.500 le%% %tair ca%e)-* Cum -1 3.500 3.$00 atgrid +!2-8 , 1)200 450* Cum 1 8.255 0.200 atgrid 4!"-+ , 2)225 450* Cum 1 3.883 0.225 atgrid 7!"-G ,3 )225 450* Cum 1 4.0 0.225 atgrid 8!"-G ,4 )225 450* Cum 1 8.50 0.225 atgrid 2/!"-G Cum 2 .50 0.150 atgrid "/G!2- Cum 2 12.8$0 0.150 Cum 2., Providing & laying cement concrete DESIGN MI M !" c Slab/ lint' beam%/beam%/ com lete %tairca%e/ c'a a at all le el% Cantile er Stair ca%e beam 3rd &loor 1150 mtr. (e el. ,o 13$15mtr. (e el beam Cum 1 3.1 0.150 landing le el beam Cum 2 1.000 0.150 &rom 13$15 to1450 Cum 1 2.50 0.150 Cum 2., Providing & laying cement concrete DESIGN MI M !" d Column% &rom 1150 l l to to &rom 1150 le l to bottom o& %lab 1450 )3000* )-* 125 2875 atgrid 2!"+C1)225 00* Cum 1 0.150 0.00 Cum 1 0.075 0.150 atgrid 2!+C12)225 $00* Cum 1 0.225 0.$00 Providing and in)ecting%c emical emul'ion -or Pre#con'tructional Providing & laying PCC in -oundation 15456 71 cement 5 4 coar'e 'and
Transcript

measurementDETAILS OF MEASUREMENTS FOR NEW DELHIS.ParticularsDetails of Actual MeasurementsContentsNo.Unit.No.LBDor Area1.4Providing and injecting,chemical emulsion for Pre-constructional Anti termite Treatment creating continous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top of pipes and conduits, with chloropyriphos emulsifiable concentrates of 20% concentration, including the cost of chemical, diluting in water to one percent concentration , labour, HOM of equipments all complete as per specifications. Only basement area shall be measurediGarage blockSqm17.7805.40042.012UG tankSqm12.2204.0308.947Sqm50.9592.1Providing & laying PCC in foundation 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) including cost of centering, shuttering, mechanically mixing, vibrating, curing etc. complete as per the drawings and the directions of Engineer- In-chargeiGarage blockCum17.7805.4000.0753.151UG tankCum12.2204.0300.0750.671Cum3.8222.4Providing & laying cement concrete DESIGN MIX M 30C-1Slab, Plinth beams, complete staircase, chajja at all levels +14950bet. Grid 2-9/E-HCum112.8609.5900.22527.749less roof slab thicknessCum-12.4004.5000.100-1.080less roof slab thicknessCum-16.1654.5300.050-1.396less roof slab thicknessCum-12.4409.3600.050-1.142Less lift shaft (-)Cum-11.5001.5000.175-0.394less stair case (-)Cum-13.5003.6000.225-2.835at grid F/2-8 TB1(200x450)Cum18.2550.2000.2250.371at grid 4/E-F TB2(225x450)Cum13.8830.2250.2250.197at grid 7/E-G TB3 (225x450)Cum14.9900.2250.2250.253at grid 8/E-G TB4 (225x450)Cum18.5900.2250.2250.435at grid 2,9/E-GCum29.5900.1500.2250.647at grid E,G/2-9Cum212.8600.1500.2250.868Cum23.6732.5Providing & laying cement concrete DESIGN MIX M 30cSlab, Plinth beams,beams, complete staircase, chajja at all levelsCantilever Stair case beam3rd floor +11950 mtr. Level. To 13615mtr. LevelbeamCum13.190.1500.4500.215landing level beamCum21.0000.1500.4500.135from +13615 to 14950Cum12.9500.1500.4500.199Cum0.5492.5Providing & laying cement concrete DESIGN MIX M 30dColumns from +11950 lvl to topfrom +11950 levl to bottom of slab +14950 (3000) (-) 125= 2875at grid 2/E FC1(225x900)Cum10.1500.9002.8750.388Cum10.0750.1502.8750.032at grid 2/F C12(225x600)Cum10.2250.6002.8750.388from +11950 levl to bottom of slab +14950 (3000) (-) 175= 2825at grid 2/G C5(150x885x225))Cum10.1500.8852.8250.375Cum10.0750.1502.8250.032from +11950 levl to bottom of slab +14950 (3000) (-) 125= 2875at grid 4/E C1(225x800)Cum10.2250.8002.8750.518at grid 4/F C2(200x600)Cum10.2000.6002.8750.345from +11950 levl to bottom of slab +14950 (3000) (-) 175= 2825at grid 4/G C6(150x900)Cum10.1500.9002.8250.381at grid 6/F C3(200x600)Cum10.2000.6002.8250.339from +11950 levl to bottom of slab +14950 (3000) (-) 150= 2850at grid 7/E C1(225x800)Cum10.2250.8002.8500.513from +11950 levl to bottom of slab +14950 (3000) (-) 175= 2825at grid 7/G C7(225x750)Cum10.2250.7502.8250.477from +11950 levl to bottom of slab +14950 (3000) (-) 150= 2850at grid 8/E FC5(225x800)Cum10.2250.8002.8500.513at grid 8/F C4(225x650)Cum10.2250.6502.8500.417at grid 8/G C8(150x225)Cum10.1500.2252.8500.096at grid 9/E FC2(225x900)Cum10.1500.9002.8500.385Cum10.0750.1502.8500.032at grid 9/F FC3(150x280)Cum10.1500.2802.8500.120at grid 9/G C9(225x225)Cum10.2250.1502.8500.096Cum10.1500.0752.8500.032Cum5.4792.7Providing centering & shuttering including struttingaFoundations, Retaining wall base, raft, water tank raftflat beam sideSqm16.4200.4502.889side under ground tankSqm13.4200.2500.855Sqm3.7442.7Providing centering & shuttering including struttingcSlab, Plinth beams, beams, chajja at all levels +11950plain roof slabSqm13.5003.60012.600plain roof slabSqm12.4004.50010.800shunkan area sideSqm0.000at grid 2,9/E-G, sideSqm19.5900.0750.719" "Sqm19.5900.0500.480at grid E,G/2-9, sideSqm112.8600.0750.965" "Sqm112.8600.0500.643Cantilever Stair case beamSqm0.0003rd floor +11950 mtr. Level. To 13615mtr. Level0.000beam bottomSqm13.190.1500.479sideSqm23.190.4502.871landing level beam bottomSqm21.0000.1500.300sideSqm41.0000.4501.800from +13615 to 14950 bottomSqm12.9500.1500.443sideSqm22.9500.4502.65534.7532.7Providing centering & shuttering including struttingdColumns from +11950 lvl to top of roof slabfrom +11950 levl to bottom of slab +14950 (3000) (-) 125= 2875at grid 2/E FC1(225x900)Sqm11.8002.8755.175at grid 2/F C12(225x600)Sqm11.4252.8754.097at grid 2/G C5(150x885x225))Sqm11.7702.8255.000at grid 4/F C2(200x600)Sqm11.6002.8754.600at grid 4/G C6(150x900)Sqm11.8752.8755.391at grid 6/F C3(200x600)Sqm11.6002.8504.560at grid 7/G C7(225x750)Sqm11.7252.8254.873at grid 8/F C4(225x650)Sqm11.7502.8504.988at grid 8/G C8(150x225)Sqm10.5252.8501.496at grid 9/F FC3(150x280)Sqm10.8602.8502.451at grid 9/G C9(225x225)Sqm10.9002.7752.498Sqm45.1282.8Providing centering & shuttering for Board MarkediThird floor roof slab levels +14950bet. Grid 2-9/E-HSqm112.8609.590123.327Less lift shaft (-)Sqm-11.5001.500-2.250add lift sideSqm16.0000.1751.050less stair case (-)Sqm-13.5003.600-12.600add stair sideSqm114.2000.1752.485less plain roofSqm-12.4004.500-10.800at grid F/2-8 TB1(200x450) sideSqm28.2550.2253.715at grid 4/E-F TB2(225x450) sideSqm23.8830.2251.747at grid 7/E-G TB3 (225x450) sideSqm24.9900.2252.246at grid 8/E-G TB4 (225x450) sideSqm28.5900.2253.866112.7862.9Centering & shuttering with waterproof plywood sheets for shutter finished concrete workColumns from +11950 lvl to topfrom +11950 levl to bottom of slab +14950 (3000) (-) 125= 2875at grid 4/E C1(225x800)Sqm11.8252.8755.247at grid 7/E C1(225x800)Sqm11.8252.8755.247at grid 9/E FC2(225x900)Sqm11.8002.8505.130at grid 8/E FC5(225x800)Sqm11.8252.8505.201pergola pedestralSqm80.8000.4502.880Sqm23.7053.6Providing and laying Brickwork in substructure at all levels and heights in cement mortar 1:4 (1 cement : 4coarse sand). The rate shall be inclusive of scaffolding & curing etc. complete.iGarage block wall foundationCum16.8800.2301.3502.136Cum17.3000.2301.3502.267Cum10.6000.2300.4500.062Cum13.6200.2300.4500.375Cum10.9000.2300.4500.093Cum22.2200.2300.4500.460Cum13.8800.2300.4500.402Cum12.8500.2301.3500.885Cum6.6798.1Providing of GI pipe sleeves, Class BSlevesat grid 4,7/E-FNos44Nos4.0Ex-9Providing & laying cement concrete DESIGN MIX M 25afoundation and raft slabiGarage blockCum17.1704.7900.45015.455extra as per detail-ACum16.4200.7500.4502.167UG tankCum12.2203.4200.2001.518Cum19.140

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steel-1Detail of ReinforcementS.Description of barDia ofShape of barLength ofNos of BarTotal Length of Bar (Mtr.)No.Bar mmBar (Mtr.)8 mm10 mm12 mm16 mm20 mm25 mm1Terrace floor roof slab +14950 lev.columnat grid 2/E, FC1 (900x150) +14950main bar161.80011018.00lap length160.8001108.00Strips-A102.18013678.48Strips-B80.67233672.58Strips-C80.79013628.44at grid 4, 7/E, C1 (800x225) (2 nos) +14950main bar161.800227.20lap length160.800223.20main bar121.8002518.00lap length120.600256.00Strips-A101.970236141.84Strips-B80.760436109.44Strips-C80.35523625.56at grid 8/E, FC5 (800x225) +14950main bar161.800123.60lap length160.800121.60main bar121.800159.00lap length120.600153.00Strips-A101.98013671.28Strips-B80.84023660.48Strips-C80.33013611.88at grid 9/E, FC2 (900x150) +14950main bar121.80011018.00lap length120.6001106.00Strips-A102.10013981.90Strips-B80.63033973.71Strips-C80.78013930.42at grid 2/F, C12 (600x225) +14950main bar201.800123.60lap length201.000122.00main bar161.800135.40lap length160.800132.40Strips-A101.52013756.24Strips-B81.08213740.03Strips-C80.30513711.29at grid 4/F, C2 (600x200) +14950main bar201.800123.60lap length201.000122.00main bar161.800135.40lap length160.800132.40Strips-A101.48013754.76Strips-B81.03213738.18Strips-C80.28013710.36at grid 6/F, C3 (600x200) +14950main bar201.800159.00lap length201.000155.00Strips-A101.48013754.76Strips-B81.03213738.18Strips-C80.28013710.36at grid 8/F, C4 (650x225)+14950main bar161.8001712.60lap length160.800175.60Strips-A101.63013658.68Strips-B80.70023650.40Strips-C80.30513610.98at grid 9/F, FC3 (150x280)+14950main bar121.800123.60lap length120.600121.20main bar161.800111.80lap length160.800110.80Strips-A100.82013629.52Strips-B80.2701369.72at grid 2/G, C5 (900x150) +14950main bar161.8001916.20lap length160.800197.20Strips-A102.11013675.96Strips-B100.71023651.12Strips-C80.73013626.28Strips-D80.2701369.72at grid 4/G, C6 (900x150) +14950main bar161.8001814.40lap length160.800186.40Strips-A101.86013768.82Strips-B80.67033774.37at grid 7/G, C7 (750x225) +14950main bar121.8001712.60lap length120.600174.20Strips-A101.83014073.20Strips-B80.73024058.40Strips-C80.30514012.20at grid 8/G, C8 (450x230) +14950main bar161.800123.60lap length160.800121.60Strips-A100.77013930.03at grid 9/H, C9 (225x225) +14950main bar121.800147.20lap length120.600142.40Strips-A100.71013625.56in beam +14950 mtr. Levelat grid F/2-8, TB1 (200x450)top bar thru.1610.7201221.44bottom bar thru.2010.7201221.44extra bar at top 2,4,6206.8501213.70Extra at corner201.800123.60extra bar at corner205.8501211.70Strips-A81.30015368.90at grid 4/E-F, TB2 (225x450)top bar thru.165.2501210.50bottom bar thru.165.250115.25205.2501210.50extra top at corner-F121.650123.30extra top at corner-E162.650112.65extra top at corner202.650125.30extra top at corner161.950123.90strips-A81.35012939.15at grid 7/F-G, TB3 (225x450)top bar thru.165.2501315.75bottom bar thru.205.2501315.75extra top at corner-G253.3501310.05strips-A81.35013243.20at grid 8/E-G TB4 (225x450)top bar thru.1610.0001330.00bottom bar thru.1610.0001110.002010.0001220.00extra at middle-F203.000126.00extra top at corner-E162.150124.30extra top at bottom F-G123.6501310.95strips-A81.35016081.00Cantilever Stair casemid landing+13615204.600129.20161.900123.80164.600129.20Strips-A81.20012024.00starter Dowell164.6001418.40Strips-A81.20012024.00Slab +14950 mtr. LevelBeam as detail A, A1 (150x225) at grid E, G/2-9top bar thru.1212.7902251.16bottom bar thru.1612.7902251.16strips 8 @ 150 c/c80.73024261.32Beam as detail A, A1 (150x225) at grid 2, 9/E-G/2-9top bar thru.129.5202238.08bottom bar thru.169.5202238.08strips 8 @ 150 c/c80.73025478.84Terrace floor roof slab +14950 mtr. Levelbet. Grid E-F/2-4main bar-A85.00011365.00cross bar-A82.98812368.72main bar E-F/4-8104.950150247.50Cross bar87.650131237.15bet. Grid 8-9/E-Gmain bar-b87.90011079.00" "89.8001658.80cross bar-b82.950151150.45" "81.25011012.50bet. Grid 7-8/F-Gmain bar-a81.35011824.30cross bar84.1501729.05bet. Grid 2-7/F-G86.500130195.00cross bar-c84.930150246.50extra top at grid E/2-4bar-a81.55011218.60binder82.85011851.30extra top at grid 4/E-ftop-c82.75011438.50binder82.95011544.25extra top E/2-4top bar-b81.55013351.15binder87.7001753.90extra top column E/7top-f101.65011524.75binder102.2501920.25bet. Grid E/8-9top-a81.55011218.60extra top 9/E-Ftop-c83.85012388.55"84.850121101.85binder89.7001548.50binder88.2001865.60extra top grid G/8-9top-a81.500146.00binder81.20011214.40extra top at grid 8/E-Gtop-c84.550146209.30grid G/8-983.05011648.80extra top at grid 7/F-Gtop-a82.1001816.80binder82.7501924.75extra top at grid G/2-7top-a81.65012642.9081.200156.0087.4501644.7086.4001212.80extra top at grid 2/F-gtop-a82.1001816.80binder82.6801924.12extra top at grid 2/e-ftop-a81.15011011.50binder82.7501411.00extra top at grid f/2-7top-f102.350143101.05102.60012462.40binder810.100112121.20binder81.6001812.80extra top at grid f/7-8top-f102.65012463.60binder84.4151522.08extra at cutout 2/ftop and bottom101.050144.20top and bottom101.650169.90extra top at cutout g/6-7top and bottom101.300167.80top and bottom101.600169.60extra top at lift cutouttop and bottom102.300149.20top and bottom102.300149.20terrace area retaining wallat grid E/2-981.900263239.40at grid 2-9/E-G81.900247178.60stair case at 7/F-G81.94314383.55at grid 8/f-g81.94314179.66bet. Grid 7-8/f-g81.90013260.80chairs101.2001125150.00spacer250.3001309.00Garage blockBeam as per detail-Atop bar thru256.95011283.40bottom bar thru166.9501641.70face bar166.2501425.00strips-A103.180132101.76strips-B102.54013281.28spacer250.750153.75flat beamtop bar thru168.3001758.10bottom bar thru128.3001758.10strips-A102.78013597.30flat beamtop bar thru163.6501310.95bottom bar thru123.6501310.95strips-A101.68011220.16Raft slabbottom bar main127.800114109.20124.3001834.40bottom bar cross125.950117101.15124.500127121.50top bar main164.4001522.00167.90011186.90166.050117102.85164.600127124.20top bar cross127.80011078.00124.3001521.50121.300133.90under ground tank raft slabtop and bottom123.250223149.50123.950217134.30chairs121.250167.50under ground tank retaining wallvertical bar102.300197223.10binder82.6001820.8083.1001927.90column (garage block)at grid 1/A, column C1(558x230)main bar-16-9162.1501510.75163.9501415.80at grid 3/B, C2(450x230)main bar-16-8162.150148.60163.9501415.80at grid 5/C, C3(558x230)main bar-16-9162.1501510.75163.9501415.80at grid 1/D, C4(450x230)main bar-20-4202.150124.30203.950127.90main bar-16-4162.150124.30163.950127.90at grid 5/D, C5(450x230)main bar-16162.150148.60163.9501415.80strips-A81.320133.96strips-B80.880132.64at grid 5/D, C6(450x230)main bar-12-4202.150124.30203.950127.90main bar-16-4162.150124.30163.950127.90strips-A81.320133.96strips-B80.880132.64P1 (300x300)main bar-16-4162.750125.50162.750125.50chairs123.04011030.40121.94011019.40Total Length4330.522195.201074.49960.83166.79106.20Weight in K.G.1710.561361.02956.301518.11411.97409.93Total Weight in K.G.6367.89Mt.6.37

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billBill of Quantities for building works for residence at New DelhiFOR CIVIL WORKSS. NoDescriptionPre. QtyThis Qty.QtyUnitRateAmount in Rs.All the rates should be inclusive of scaffolding, curing at all levels and height, samples, wastages, barricading, insurances, taxes, disposal, site notice board, health & safety of workers/ Staff1EARTH WORKNote: Unless otherwise specified rates quoted for all excavation shall include the following: a) Site clearance such as clearing shrubs undergrowth, roots and small trees brush wood, etc. b) Setting out the work to profile etc. c) Bailing or otherwise removing all water may accumulate in the excavation from all causes. d) Cutting out and throwing soil clear of area excavated or depositing clear of edge of foundation to avoid fall in. e) Trimming all sides to plumb or otherwise as instructed at site and square leveling all bottoms. Clearing out all loose earth etc., f) Disposing surplus soil as directed within the site or outside and dressing to proper level and grade as required. g) Dismantling, removing and stacking as directed existing water pipe and /or soil pipes within the excavated portion. h) Providing shoring and strutting for protecting the sides of foundation where required. i) Following the methodology given in the drawings no. A092- D-[ 3-TYP-001].1.1Earth work in excavation by mechanical means (Hydraulic excavator/manual means) including disposal of excavated earth, lead upto site boundaries and lift upto 1.5m; disposed earth to be levelled and neatly dressedIn all kinds of soils - soft, harda)Depth upto 1.5 mtr24.90024.90Cum2957,345.50b)Lift of 1.5m to 3.0mtr117.480117.48Cum32538,181.00c)extra for additional lift of 3.0 mtr - 4.50 mtr513.250513.25Cum375192,468.751.2BackFilling available excavated earth ( excluding rock ) in sides of foundations upto plinth in layers not exceeding 20cms. In depth, compacting each deposited layer by ramming after watering with lead upto site boundaries and lift upto 1.5m including cost of all labour complete as per specifications0.0Cum1250.0a)Extra for additional lift of 1.5m to 3.0mtr0.0Cum900.0b)extra for additional lift of 3.0 mtr and part thereof22.00022.00Cum1503,300.001.3Supply and Filling of approved quality earth from outside as per directions of the Engineer-in-charge, in layers not exceeding 200mm thick (compacted) including watering, ramming, consolidating and dressing etc.305.270305.27Cum550167,898.501.4Providing and injecting,chemical emulsion for Pre-constructional Anti termite Treatment creating continous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top of pipes and conduits, with chloropyriphos emulsifiable concentrates of 20% concentration, including the cost of chemical, diluting in water to one percent concentration , labour, HOM of equipments all complete as per specifications. Only basement area shall be measured297.18050.96348.14Sq.m18062,664.951.5Filling in plinth or wherever called for as per directions of the Engineer-in-charge , in layers not exceeding 150mm thick (compacted) including watering, ramming, consolidating and dressing etc.0.0a)Soling with stone aggregates upto 40mm size including watering ramming consolidating and filling voids with fine sand etc complete.25.15025.15Cum245061,617.50b)With river sand brought from outside including loading, unloading and handling56.96056.96Cum105059,808.00TOTAL TO SUMMARY593,284.202CONCRETE WORKS2.1Providing & laying PCC in foundation 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) including cost of centering, shuttering, mechanically mixing, vibrating, curing etc. complete as per the drawings and the directions of Engineer- In-charge29.433.8233.25Cum4250141,320.552.2Providing & laying Lean concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) in foundation and plinth ncluding cost of centering, shuttering, mechanically mixing, vibrating, curing etc. complete as per the drawings and the directions of Engineer- In-charge0.0Cum48000.02.3Providing & laying cement concrete 1:2:4 (1 Cement : 2 Coarse sand : 4 graded stone Aggregate 20mm nominal size) for cills and lintels including cost of shuttering and mechanically mixing, vibrating, curing etc. complete as per the drawings and the directions of Engineer- In-charge10.5710.57Cum749079,156.572.4Providing and laying in position ready mixed plain cement concrete M30 GRADE , using fly ash and cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures, pumping in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. RMC supplier has to submit a design which has to be approved by the Structural Engineer at least 15 days prior to date of casting. Cement Considered 340 kgs/ cum0.0a)Foundations, Retaining wall base, column base, raft, water tank raft160.72160.72Cum75001,205,400.00b)Retaining Walls at all levels, Columns upto +400lvl.96.7896.78Cum7550730,689.00c)Slab, Plinth beams, complete staircase, chajja at all levels38.3938.39Cum7600291,769.32C1Slab, Plinth beams, complete staircase, chajja at all levels (with self compacted concrete)147.6023.672536875171.27Cum87001,490,071.07d)Columns from +400 lvl to top6.536.53Cum760049,628.002.5Providing & laying cement concrete DESIGN MIX M 30 excluding cost of centering, shuttering and reinforcement but including mechanically mixing, vibrating, curing, pumping etc. complete as per the drawings and the directions of Engineer- In-charge. Contractor has to submit a design which has to be approved by the Structural Engineer at least 15 days prior to date of casting. Cement Considered 340 kgs/ cum0.00.0a)Foundations, Retaining wall base, column base, raft, water tank raft0.0Cum75000.0b)Retaining Walls at all levels, Columns upto +400lvl.0.0Cum77000.0c)Slab, Plinth beams,beams, complete staircase, chajja at all levels8.070.549458.62Cum760065,507.82d)Columns from +400 lvl to top40.215.4787545.69Cum7800356,372.252.6Providing & Laying reinforcements ribbbed tor/ TMT Bars of various diameters of various grade conforming to IS code 1786 - 2008 for reinforced concrete work at all Height/ Levels including cutting, bending, binding with annealed 18G MS binding wire, placing in position as IS 25020.00.0a)Fe 50051059.26367.8957,427.1kg693,962,469.332.7Providing centering & shuttering including strutting and propping etc. and removal of form work at all depths, heights and shapes. The shuttering shall be done using 12mm thick shuttering plywood0.00.0a)Foundations, Retaining wall base, raft, water tank raft29.553.74433.29Sq.m40013,317.60b)Retaining Walls, walls at all levels,0.0Sq.m675c)Slab, Plinth beams, beams, chajja at all levels413.3634.75325448.11Sq.m650291,273.61d)Columns from Footing lvl. to top367.4045.13412.53Sq.m750e)Staircase ( including steps, landing & waist slab )5.145.14Sq.m7003,598.00f)Double height shuttering654.20654.20Sq.m825539,715.002.8Providing centering & shuttering for Board Marked concrete including strutting and propping etc. and removal of form work at all depths, heights and shapes. Battens ( 4 inch x 1 inch) of Soft Mature Pinewood shall be nailed to 12mm thick waterproof plywood. The batten used shall be of same size and shall be free any kind of defects like warping, knots etc. The Engineer-in-charge can reject any batten at his own discretion. Concrete shall be entirely free from honey combing, stains, fins, lipping, nail or screw marks, raised grain marks, air holes or any other imperfections. Concrete shall be of even texture throughout. The concrete faces shall not be marked with mould oil. Concrete shall be paid extra as per item 2.5 c)664.900112.7855777.69Sq.m20501,594,255.282.9Centering & shuttering with waterproof plywood sheets for shutter finished concrete work. Special care shall be taken to match the edges of Columns & wall after each lift. The columns shall be casted only upto 900mm height at time. A window shall be provided on 2 faces of unexposed surface of the column. Concrete shall be entirely free from honey combing, stains, fins, lipping, nail or screw marks, raised grain marks, air holes or any other imperfections. Concrete shall be of even texture throughout. The concrete faces shall not be marked with mould oil. Concrete shall be paid extra as per item 2.5 d)51.1823.70574.89Sq.m90067,396.502.10Providing and laying 1:3:6 screed (1 cement : 3 coarse sand : 6 graded stone aggregate 6mm bajri nominal size) over existing slab, laid to slope after proper hacking of the old concrete surface.0.0Cum54500.02.11Providing & laying 50mm thick damp proof course of CC 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm and down gauge) providing and applying a coat of hot bitumen( 80/100 ) @ 1.70 Kg/Sqm. The rate shall be inclusive of shuttering, providing and mixing water proofing compound @ 1 kg. per bag of cement (with CICO No. 1 or equivalent approved).0.0Sq.m3500.0TOTAL TO SUMMARY10,881,939.903MASONARY WORKS3.1Providing and laying Exposed Brickwork at all levels and heights in cement mortar 1:4 (1 cement : 4 coarse sand). The rate shall be inclusive of making horizontal and vertical grooves 10-12mm wide and 10mm deep, pointing with Cement Mortar 1:3( 1 Cement : 3 Fine Sand ), scaffolding & curing etc. complete. The basic rate of Pioneer bricks - Rs. 20 / bricks. The contractor has to prepare a minimum 2 m x 2m sample at site and get it approved from the Architect prior the start of work.0.0cum180000.03.2Providing and laying half brick ( 115mm & 80mm ) Exposed Brick at all levels and heights in cement mortar 1:6 (1 cement : 6 coarse sand). The rate shall be inclusive of making horizontal and vertical grooves 10-12mm wide and 10mm deep, providing & placing in position 2 Nos, 6mm dia MS bars @ every third course of half brick work., pointing with Cement Mortar 1:3( 1 Cement : 3 Fine Sand ), scaffolding & curing etc. complete. The basic rate of Pioneer bricks - Rs. 20 / bricks. The contractor has to prepare a minimum 2 m x 2m sample at site .0.0Sq.m18500.03.3Providing & laying half brick work in class designation 75 bricks in sub- structure at all floors, levels and heights in CM 1:4 (1 cement: 4 coarse sand) including providing & placing in position 2 Nos, 6mm dia MS bars @ every third course of half brick work.0.0Sq.m7350.03.4Providing & laying half brick work in class designation 75 bricks in super structure at all floors, levels and heights in CM 1:4 (1 cement: 4 coarse sand) including providing & placing in position 2 Nos, 6mm dia MS bars @ every third course of half brick work.0.0Sq.m7950.03.5Providing and laying Brickwork in superstructure at all levels and heights in cement mortar 1:4 (1 cement : 4coarse sand). The rate shall be inclusive of scaffolding & curing etc. complete.0.0cum58000.03.6Providing and laying Brickwork in substructure at all levels and heights in cement mortar 1:4 (1 cement : 4coarse sand). The rate shall be inclusive of scaffolding & curing etc. complete.56.56.6863.18cum5500347,483.703.7Providing and laying brick work with class designation 75 bricks in steps at all levels and heights in cement mortar 1:3 (1 cement : 3 coarse sand). The rate shall include scaffolding & curing etc. complete.0.0Cum65000.03.8Providing and laying autoclaved aerated cement blocks masonry with 100mm thick AAC blocks in sub structure in cement mortar 1:1:6 (1 cement : 1 Fly Ash : 6 Coarse sand ) The rate includes providing and placing in position 2 Nos. 6 mm dia M.S. Bars at every third course of masonry work.0.0Cum68000.03.9Providing and laying autoclaved aerated cement blocks masonry with 100mm thick AAC blocks in super structure in cement mortar 1:1:6 (1 cement : 1 Fly Ash : 6 Coarse sand )The rate includes providing and placing in position 2 Nos. 6 mm dia M.S. bars at every third course of masonry work.24.5724.57cum7600186,732.003.10Providing and laying autoclaved aerated cement blocks masonry with 200mm/150 thick AAC blocks in super structure level in cement mortar 1:4 (1 cement : 4 coarse sand )0.0cum74000.03.11Providing and laying autoclaved aerated cement blocks masonry with 200mm/150 thick AAC blocks in sub-structure level in cement mortar 1:4 (1 cement : 4 coarse sand )0.0cum68000.03.12Extra for forming cavity 5 cm to 7.5 cm wide in cavity walls with necessary weep and vent holes including use of cores and cost of providing and fixing bitumastic coated M .S. ties 300 mm long of 25x3mm section at not less than 3 ties per sqm as per approved design.0.0Sq.m1500.03.13Extra for tamarind washing of exposed brick wall0.0Sq.m800.03.14Extra for silicone painting of exposed brick wall0.0Sq.m6500.03.15Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS: 8183. Density 16kg/m3 , 50mm thick, wrapped in200G Virgin Polythene bags placed over existing false ceiling and held in position by criss-crossing GI wire.0.0Sq.m3750.0TOTAL TO SUMMARY534,215.704FINISHING WORKSNote: -Plastering rates shall include hacking surfaces, corner guards. For painting works the specification as manufacturer shall be final which includes sand paper, illusion sealer , primer etc.4.118mm external plaster in two coats - 12mm thick 1:5 Cement mortar ( 1: 5 Coarse sand ) for under 6mm thick 1:3 Cement mortar (1: 3 Fine sand) for top coat using waterproofing compound at 1kg.per cement bag( for both coats) and finished rough with sponge at all heights and levels including scaffolding, curing, corner guards, chicken wire mesh etc. complete.0.0Sqm3500.04.2Providing & applying (12-15) mm avg. thick internal wall plaster in CM 1:6 ( 1 cement : 6 fine sand using 25% coarse sand and 75% river sand) at all heights and levels including scaffolding, curing, corner guards, chicken wire mesh etc. complete.273.92273.92Sqm22060,262.404.3Providing & applying 6mm thick plaster in CM 1:3 (1 cement : 3 coarse sand using 25% coarse sand and 75% fine sand) on ceiling including hacking the surface, scaffolding, curing etc. at all levels and heights etc. complete.0.0Sqm1850.04.4Providing and applying two coats of Berger Weather proof exterior smooth finish paint over plastered external walls and ceiling with two coat of primer and wall putty . The rates shall be inclusive of primer and paint , any minor repair if required as per the directions of Engineer-in-charge. The paint shall be of make Berger - weather coat category or any approved make of Nerolac , Asian .0.0Sqm2800.0TOTAL TO SUMMARY60,262.405DOORS AND WINDOWSNote: The contractor shall submit fabrication drawings and sample for all the work involved based on construction drawings (that may be issued during construction period) for approval. The fabrication work shall start only after approval of the fabrication drawings. Any change required in the fabrication drawings shall be carried out at no extra cost. All quoted aluminium items shall be inclusive of rough ground, making and approval of fabrication drawings, snap beadings, gasket, hold fast, cleats, pins , self adhesive non staining tapes for protection,etc. but shall exclude glass, wire mesh, hardware like butt hinges, tower bolts, stays, handle, locks, stopper.5.1Providing & Fixing of powder coated Double leaf Aluminium Openable frames wherever required fixed with snap beading & hardwares etc. other appropriate sections of approved make conforming to IS:733 and IS : 1285 of required shade, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/ Neoprene felt etc.0.0Sq.m52500.0Aluminium sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, CP brass/stainless steel screws, . as per design, all complete as per architectural drawings and the directions of Engineer-in-charge.The rate shall be inclusive of Providing & fixing rough ground, EPDM / Neoprene Gasket, snap beading etc all complete. While arriving at the rate of item weight @ 6.5 kg/ sq.m is considered. Hardware shall be paid extra. Rest all shall be inclusive in the rates Contractor shall submit shop drg. for approval before start of work any order of material.5.2Providing & Fixing of powder coated Single leaf Aluminium Openable frames wherever required fixed with snap beading & hardwares etc. other appropriate sections of approved make conforming to IS:733 and IS : 1285 of required shade, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/ Neoprene felt etc.0.0Sq.m50500.05.3Providing and fixing in position powder coated alluminium fixed window fully glazed or of any size as shown in the drawings as as directed by Engineer-in-charge with all necessary alluminium section including such snap beadings, hold fast, etc. complete. While arriving at the rate of item weight @ 5.0 kg/ sq.m is considered. Other specifications same as Item no 5.10.0Sqm42500.05.4Providing and fixing in position powder coated alluminium fully openable shutter with all necessary alluminium section including such snap beadings, hold fast, hinges, etc. complete. While arriving at the rate of item weight @ 6.5 kg/ sq.m is considered. Hardware, glass shall be paid extra Other specifications same as Item no. 5.10.0Sqm45500.05.5Providing and fixing in position powder coated alluminium sliding and folding shutter with all necessary alluminium section including such snap beadings, hold fast hinges, etc. complete. While arriving at the rate of item weight @ 6.5 kg/ sq.m is considered. Hardware, glass,shall be paid extra Other specifications same as Item no. 5.10.0Sqm55500.05.6Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete.0.0Sqm28500.05.7Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick frosted glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete.0.0Sqm28500.05.8Providing and fixing GI FLY mesh with avg. width aperture 1.40mm and wire of dia. 0.63mm in doors and windows as shown in the drawings0.0Sqm5000.05.9Providing and fixing 6mm thick clear float glass in shutters of windows with all accessories0.0Sqm7000.05.10Providng and fixing 6 mm thick frosted glass in shutters of windows with all accessories0.0Sqm8500.05.11Providing and fixing Aluminum Louvers in exisiting shutters as per the details given in the drawings and as per the directions of Engineering -in- charge @ 2kg/sq.m0.0Sqm37700.05.12Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener, rough ground shall be included in the rates).0.0a) Second class teak wood Basic rate - Rs.2,400/ cft0.0Cum1550000.05.13Providing and laying glass block using white cement mortar,spacers, anchores, silicon sealant, etc. complete as per Manufacturer's specfications. Size of the block 180 x 180 x 80mm0.0Sq.m42250.05.14Providing and fixing 16 gauge thick aluminium flashing at various locations, as per shape & size shown in the design and drawing. Contractor to submit the shop drawing with details of fixing for approval. Work to start only after approval of shop drawing.0.0sq.m32000.05.15Extra over items 5.1 to 5.5 & 5.11 for increase in kg/sq.m weight for Aluminium after submission of shop drawings by the Contractor and it's approval from Architect.0.0kgs3505.16Deduct over items 5.1 to 5.5 & 5.11for decrease in kg/sq.m weight for Aluminium after submission of shop drawings by the Contractor and it's approval from Architect.0.0kgs350TOTAL TO SUMMARY0.006METAL AND RAILING WORKSNote: The contractor shall submit fabrication drawings both MS and Railing works and sample for all the work involved based on construction drawings (that may be issued during construction period) for approval. The fabrication work shall start only after approval of the fabrication drawings. Any change required in the fabrication drawings shall be carried out at no extra cost. All quoted items shall be inclusive of making and approval of fabrication drawings, snap beadings, gasket, hold fast, cleats, patch fiitngs, pins , self adhesive non staining tapes for protection,etc.All rates sholud be inclusive of two coats of primer & paint.6.1Providing and fixing steel work in built up sections / framed work including cutting, hoisting, fixing in position using structural steel etc. as given in the drawings. The rate shall be inclusive of welding, applying two coats of approved steel primer, two coats of synthetic enamel paint, providing and fixing nut, bolts etc. all complete etc17679.844834.6422,514.48kgs120.002,701,738.066.2Providing and fixing temporary steel slab amde up of 5mm chequered palte, work in built up sections / framed work including cutting, hoisting, fixing in position using structural steel etc. as given in the drawings. The rate shall be inclusive of welding, applying two coats of approved steel primer, two coats of synthetic enamel paint, providing and fixing nut, bolts etc. all complete etc0.06.2Providing M.S spiral staircase (incl.railing) made out of 139.07mm OD main vertical pipe 4.8mm thick with necessary M.S., steps made of 5mm thk. chequred plate supported on MS Angle. The rate shall be inclusive of welding, applying two coats of approved steel primer, two coats of synthetic enamel paint, providing and fixing nut, bolts, anti shrink grout etc. all complete etc0.0kgs1150.06.3Providing M.S cantilever staircase (incl. Balustrade ) made out of 50 x 50 x 2.9mm SHS. The rate shall be inclusive of welding, applying two coats of approved steel primer providing and fixing nut, bolts, insert plates, MS flat ,anti shrink grout etc. all complete etc0.0kgs1250.06.4Supply & installation of Q-railing modular glass balustrade channel system at atrium areas of 8mm+0.89SGP+6mm thk toughened laminated sentry glass supported with top mount Structural Aluminium U channel 121 x 45mm wide in profile (16.6904.000.18) embedded & anchored in RCC at c/c of 200mm with necessary filling adjusted to be plum and in-line with all fixing points and overall glass height will be 1200mm from FFL fixed with necessary joints & terminations etc. complete. (Glass cost not included). Contractor should make a sample at site and get ti approved by the Architect.0.0metre65000.06.5Providing and fixing glass in item 6.4 , comprising of 8mm + 0.89 Sentry + 6mm thk toughened laminated glass0.0metre98000.06.6Supply & installation of Q-railing modular glass adapter system MODEL 6000 at balcony areas of 6mm+0.89SGP+6mm thk toughened laminated sentry glass supported with top mount Base Glass Clamp Model 6000 of size 167 X 110 X 69mm in profile (14.6014.000.12) embedded & anchored in RCC at c/c of 1000mm with necessary filling adjusted to be plum and in-line with all fixing points and overall glass height will be 1100mm from FFL fixed with necessary joints & terminations with additional security pin etc. complete. (Glass cost not included). Contractor should make a sample at site and get ti approved by the Architect.0.0metre55000.06.7Providing and fixing glass in item 6.6 , comprising of 6mm + 0.89 Sentry + 6mm thk toughened laminated glass0.0metre92500.0TOTAL TO SUMMARY2,701,738.067WATERPROOFING WORKSNote: The work to be got executed through approved agency & a guarantee bond to be furnished for minimum period of ten years ( defect liabilty ) on stamp paper.Preparing the surface to be treated for waterproofing as per following steps:aPreparing min. 1% slope on the substrate to receive the waterproofing treatment (if substrate is already in proper slope skip this point)bCleaning the surface to remove all loose particles, lattiance, all sharp protrusions should be smoothened etc.cPrepare fillets of 30 X 30 mm on the joints of horizontal & vertical surface.dPrepare chase cutting at a height of 1.5ft. from the finished roof level to terminate the membrane on the vertical parapet wall.Providing and laying on the sloped roof waterproofing treatment with MOPLY FP 3 mm Plain Finish APP modified plastomeric membrane by torch application and insulation treatment with 50 mm thick Extruded Polystyrene Board, providing a separation layer of non-woven polyester geo-textile fabric- and final finishing with cement sand screed. Screed shall be inclusive in this item.0.0Sqm22500.0Providing and applying, Moply I FP 4 mm mineral finish APP modified water proofing membrane reinforced with non-woven polyester matt of 160gsm. Minimum Joint strength in longitudinal and transverse direction as 560N/360N /5cm according to (UNE 12311-1). Minimum Tear strength in longitudinal and transverse direction as 150/170N. Softening point of membrane not less than 150 Degree Celsius, with cold flexibility -5 degree C, Consisting of a coat of Pibial primer @ 0.30 lts./sq.mtr,. Over the primer coat, the layer of membrane shall be laid using Butane / LPG torch and sealing all joints with 75 mm side laps & 100 mm end laps to form a monolithic system in horizontal as well as on the retaining wall. The membrane to be terminated on the basement 300mm away from the retaining wall and on the retaining wall 300mm above the ground level or as directed by the Engineer In Charge0.0Sqm9500.0Providing and applying Drentex Star HDPE Dimple Sheet with 8mm dimple height spot stuck with a compressive strength of 180 KN/ m2 as a protection for waterproofing membrane on the retaining wall with the help of mechanically fastened metal strip0.0Sqm4500.07.2Providing and laying Tapecrete water proofing in two coats as per manfacturer's specifications inlift pits with 15 mm thk cement plaster with neat cement floating coat on top.32.4432.44Sqm70022,708.007.3Providing and laying gola 75x75mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with CM 1:3 (1 cement : 3 fine sand) as per standard design.0.0metre1750.0TOTAL TO SUMMARY22,708.008MISCELLANEOUS WORKProviding and fixing wooden pergola ( Teak Wood ) with two coats of approved Asian PU exterior along sealer and one coat of approved wood primer as directed by the engineer-in-charge. The rate also includes all SS shoe MS work like insert plate, etc. , carrying, lifting and tools, machinary required to carry out the works all heights and levels., vert. sections of wood is also included in item. Plan area shall be measured. For MS work the specs shall be same as that in Section- 6. Basic rate of Teakwood - Rs. 2400/ cft .0.0Sqm176500.008.1Providing of GI pipe sleeves, Class B ( Medium ) in R.C.C. Slabs/beams, brick work for services including painting with a coat of bitumastic paint to the unexposed surfaces and painting the exposed surfaces with two coats of approved synthetic enamel paint over a coat of approved zinc chromate primer,inlcuding sealing all round with appropriate sealant to prevent water seepage etc. complete as directed by the Engineer in Charge.0.0a)25 mm dia0.0metre325b)32 mm dia0.0metre400c)65 mm dia0.0metre850d)80 mm dia0.0metre900e)100 mm dia14418.00metre115020,700.00f)125 mm dia0.0metre18500.08.2Providing and making Khurras with average minimum thickness of 5cm Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) over PVC/ HDPE sheet (400 microns min. thickness), finished with 12mm Cement Plaster 1:3 (1 Cement : 3 Coarse Sand, admixed with waterproofing compound) and a coat of neat cement rounding the edges and making & finishing complete.0.0a)Khurra Size 300 x 300mm, for 100mm dia outlet with 5mm thick circular/square vertical C.I grating.0.0each1250b)Khurra Size 450 x 450mm, for 150mm dia outlet with 5mm thick circular/square vertical C.I grating.0.0each15508.3Providing and fixing hole/ openings in RCC Slab ( any thickness by diamond Cutter/ core cutter ) including supporting of slab, floor, finishing, scaffolding, shuttering, repairing the opening by plaster as per instruction of Project Manager etc. all complete.0.015mm dia0.0each3000.0020mm dia0.0each4000.0032mm dia0.0each6000.0050mm dia0.0each10500.00100mm dia0.0each15500.00TOTAL TO SUMMARY20,700.009DISMANTLING AND DEMOLISHING WORKS9.1Demolishing existing Servant quarters and it's foundations by mechanical or manual means including disposal of material as per direction of Engineer - in - charge. The contractor shall visit the site first and should quote accordingly. No claims shall be entitled afterwards. The dismantling has to be done in methodology given by the Structural Engineer0.0JOB750000.009.2Demolishing existing main building foundations raft, footing, piles by mechanical or manual means including disposal of material as per direction of Engineer - in - charge. The contractor shall visit the site first and should quote accordingly. No claims shall be entitled afterwards. The dismantling has to be done in methodology given by the Structural Engineer11.00JOB170000170,000.009.3Demolishing existing Boundary wall and it's foundations by mechanical or manual means including disposal of material as per direction of Engineer - in - charge. The contractor shall visit the site first and should quoteaccordingly. No claims shall be entitled afterwards. The dismantling has to be done in methodology given by the Structural Engineer0.0JOB500000.00TOTAL TO SUMMARY170,000.00TOTAL TO SUMMARY0.00

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abstractBILL OF QUANTITIES 4th R/A FOR RESIDENCE BUILDING NEW DELHICOST SUMMARYDate :-15-05-2015S.NO.SUB HEADAMOUNT (RS)S.No.DescriptionAmount in Rs.1EARTH WORK593,284.202CONCRETE WORKS10,881,939.903MASONARY WORKS534,215.704FINISHING WORKS60,262.405DOORS AND WINDOWS0.006METAL AND RAILING WORKS2,701,738.067WATERPROOFING WORKS22,708.008MISCELLANEOUS WORK20,700.009DISMANTLING AND DEMOLISHING WORKS170,000.00BPLUMBING WORK238,973.38CELECTRICAL WORK171,920.00TOTAL15,395,741.64GRAND TOTAL15395741.64Less Mobiliasation Advance 10%1539574.16TOTAL13856167.48Less Retention Money 5%769787.08NET TOTAL (A)13086380.40TOTAL ( B ) Add Service Tax As per Performa Invoice199655.00NET TOTAL (A+B)13286035.40

str. steelDetail of Structural steel for New DelhiS.Detail of ItemsUnitNosL. (Mtr.)B. (Mtr.)Unit inWeightTotalNo.Qty.per RMTWeightA3rd Floor levels +11950 mtr.1In columnat grid E/2 (FC-1) ISMC-250mmRmt23.0006.0034.26205.56Flate 40x4mm (2x1x5)Rmt100.7007.001.268.82Plate 8mmSqm30.1500.2500.1162.807.07at grid E/4,7 (C-1) ISMC-250mmRmt23.0006.0034.26205.56Flate 40x4mm (2x1x5)Rmt100.7007.001.268.82Plate 8mm (2x3)Sqm60.1500.2500.2362.8014.13at grid E/8 (FC-5) ISMC-250mmRmt13.0003.0034.26102.78Flate 40x4mm (1x5)Rmt50.7003.501.264.41Plate 8mmSqm30.1500.2500.1162.807.07at grid E/9 (FC-2) ISMC-250mmRmt23.0006.0034.26205.56Flate 40x4mm (2x1x5)Rmt100.7007.001.268.82Plate 8mmSqm30.1500.2500.1162.807.07at grid F/2 (C-12) ISMC-250mmRmt13.0003.0034.26102.78Flate 40x4mm (1x5)Rmt50.7003.501.264.41Plate 8mmSqm30.1500.2500.1162.807.07at grid F/9 (C-12) ISMC-250mmRmt13.0003.0034.26102.78Flate 40x4mm (1x5)Rmt50.7003.501.264.41Plate 8mmSqm30.1500.2500.1162.807.07at grid G/2 (C-5) ISMC-250mmRmt23.0006.0034.26205.56Flate 40x4mm (2x1x5)Sqm100.7007.001.268.82Plate 8mmRmt30.1500.2500.1162.807.07at grid G/4 (C-6) ISMC-250mmRmt13.0003.0034.26102.78Flate 40x4mm (1x5)Rmt50.7003.501.264.41Plate 8mmSqm10.1500.2500.0462.802.36at grid G/7 (C-7) ISMC-250mmRmt13.0003.0034.26102.78Flate 40x4mm (1x5)Rmt50.7003.501.264.41Plate 8mmSqm30.1500.2500.1162.807.07at grid G/8 (C-8) ISMC-250mmRmt23.0006.0034.26205.56Flate 40x4mm (1x5)Rmt50.7003.501.264.41Plate 8mmSqm10.1500.2500.0462.802.36at grid G/9 (C-9A) ISMC-250mmRmt23.0006.0034.26205.56Flate 40x4mm (1x5)Rmt100.7007.001.268.82Plate 8mmSqm30.1500.2500.1162.807.07at grid E/2-4ISMC-250 external phaseRmt12.3652.3734.2681.02ISMC-250 internal phaseRmt11.6931.6934.2658.00Flate 40x4mmRmt50.5002.501.263.15at grid E/4-7ISMC-250 external phaseRmt13.5003.5034.26119.91ISMC-250 internal phaseRmt13.5003.5034.26119.91Flate 40x4mmRmt90.5004.501.265.67at grid E/7-8ISMC-250 external phaseRmt13.5003.5034.26119.91ISMC-250 internal phaseRmt13.5003.5034.26119.91Flate 40x4mmRmt90.5004.501.265.67at grid E/8-9ISMC-250 external phaseRmt12.3682.3734.2681.13ISMC-250 internal phaseRmt11.6931.6934.2658.00Flate 40x4mmRmt50.5002.501.263.15at grid 9/E-FISMC-250 external phaseRmt14.3354.3434.26148.52ISMC-250 internal phaseRmt14.3354.3434.26148.52Flate 40x4mmRmt120.5006.001.267.56at grid 9/F-GISMC-250 external phaseRmt14.4554.4634.26152.63ISMC-250 internal phaseRmt14.4554.4634.26152.63Flate 40x4mmRmt120.5006.001.267.56at grid 2/E-FISMC-250 external phaseRmt14.4584.4634.26152.73ISMC-250 internal phaseRmt14.4584.4634.26152.73Flate 40x4mmRmt120.5006.001.267.56at grid 2/F-GISMC-250 external phaseRmt14.4584.4634.26152.73ISMC-250 internal phaseRmt13.8833.8834.26133.03Flate 40x4mmRmt110.5005.501.266.93at grid G/2-4ISMC-250 external phaseRmt12.3682.3734.2681.13ISMC-250 internal phaseRmt12.0302.0334.2669.55Flate 40x4mmRmt60.5003.001.263.78at grid G/4-7ISMC-250 external phaseRmt13.5003.5034.26119.91ISMC-250 internal phaseRmt13.1633.1634.26108.36Flate 40x4mmRmt90.5004.501.265.67at grid G/7-8ISMC-250 external phaseRmt13.5003.5034.26119.91ISMC-250 internal phaseRmt13.5003.5034.26119.91Flate 40x4mmRmt100.5005.001.266.30at grid G/8-9ISMC-250 external phaseRmt12.3682.3734.2681.13ISMC-250 internal phaseRmt12.3682.3734.2681.13Flate 40x4mmRmt70.5003.501.264.41Junction of vertical & horizontal member (Third floor)ISMC-250 external phaseRmt160.2504.0034.26137.04Sleeves for electrical bus barplate 4mm (third floor)Sqm20.0650.2250.0331.400.92plate 4mm (third floor)Sqm10.1500.2250.0331.401.06plate 12mmSqm20.0400.3580.0394.202.70Total Amount4834.64

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p-measDETAILS OF MEASUREMENTS FOR, NEW DELHIS.ParticularsDetails of Actual MeasurementsContentsNo.Unit.No.LBDor AreaB)INTERNAL DRAINAGE: (SOIL, WASTE, VENT AND RAIN WATER PIPES & FITTINGS):1.0Supply,installation , testing commissioning of Low noise type PolyPropylene pipes with desity of 1.9 g/cm3 push fit joints,polypropylene mineral reinforced material that make the pipes suitable for waste and sanitary application & making proper connections to equipments including all necessary fittings and specials such as bends, tees, reducers, ,nuts,bolts,gasket,plug,supports and plugs etc. Fixing at wall/ ceiling level supported by clamps, fire collars,expansion joints,Y branches, Rodding Eye,thrust blocks,velocity breakers,hangers etc. as per the specification,drawings and schematics.G.I. pipe sleeve of suitable higher size shall be provided wherever the pipes are crossing the walls/floors and cutting holes and chases in brick, R.C.C work and making good the same to original conditions complete in all respects. All hangers, clamps, brackets,anchor/fixed support,guides,rollers etc. shall be of galvanized iron unless specified otherwise and then supply and installation of the same shall also be included for rates under this head. Welding of any kind on the galvanized support / hanger shall not be permitted.a)75 mm dialine shaft grid H/6-7istilt floor ceilingRmt14.1004.100vertical slab th.Rmt10.3000.300Rmt4.400b)100 mm dialine shaft grid 2/Fistilt floor ceilingRmt13.3353.335vertical slab th.Rmt10.3000.300stilt floor ceilingRmt13.6503.650vertical slab th.Rmt10.3000.300vertical line lev. (-) 150 to (+) 5950Rmt16.1006.100horizontal lineRmt10.7000.700vertical line lev. (-) 150 to (+) 2950Rmt13.1003.100horizontal lineRmt11.0001.000basement roof to manholeRmt10.3000.300" "Rmt11.2501.250line shaft grid H/6-70.000iistilt floor ceilingRmt11.8001.800vertical slab th.Rmt10.3000.300vertical line lev. (-) 150 to (+) 5950Rmt26.70013.400horizontal lineRmt20.6001.200iiiat grid 1/HRmt21.6503.300Rmt40.0352Providing and fixing`P or Sr' trap of self cleansing design without vent arm complete in all respects including cutting and making good the walls, floors & RCC work.a)100 mm inlet & 100 mm outlet.stilt floorNos22.0005Providing, fixing and testing GI pipes Class 'B' (medium duty) of approved make conforming to IS 1239-1982 complete with G.I. fittings such as tees, crosses, plugs, sockets, elbows, reducers, unions, sleeve pieces, check nuts etc including jointing with C.I. pipes (wherever required), cutting & making good the walls, floors, R.C.C. work etc. including cutting chases & filling the same. (For waste connection/vent pipe/floor drain).d65mmbasement areaRmt12.852.850Rmt10.600.600Rmt14.204.200Rmt10.6000.600Rmt8.2506Providing and painting for G.I. Pipes with two coats of bitumastic paint, wrapping with one layer of Polythelene tap of 400 micron thick and applying a final coat of bitumastic paint complete including surface preparations.d65mmtotal qty. item no. 5 dRmt8.25CWATER SUPPLY (INTERNAL & EXTERNAL):2Providing and fixing chlorinated polyvinly chloride (CPVC) CTS SDR 11 Hot & Cold Water pipes conforming to IS capable to withstand 27.6kg/cm at room tempreature water and 7.03 kg/cm at 82C and all fittings of CPVC SDR 11 like elbow, tee, reducers, couplers, brass threated Male & female (adapoters,elbow, tees).The pipe fitting joining to be done with solvent cement as per manufacturers specifications & recommendations. The above includes chaise cutting fixing of pipes fittings testing of Assembley and finally making good the wall to the satisfaction of Engineer In Charge. for internali100 mm diavertical line shaft grid 2/Fvertical line lev. (-) 150 to (+) 5950Rmt16.1006.100horizontal lineRmt11.3001.300line shaft grid H/6-70.000vertical line lev. (-) 150 to (+) 5950Rmt16.7006.700horizontal lineRmt10.6000.600iiat grid 11/F, G,0.000vertical line lev. (-) 650 to (+) 8950Rmt29.60019.200horizontal lineRmt21.0002.000Rmt35.900

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P-BOQSUMMARY OF COSTS. NO.DESCRIPTIONAMOUNTPLUMBING/SANITARY WORKS:A)SANITARY FIXTURES & FITTINGS:0B)INTERNAL DRAINAGE: (SOIL, WASTE, VENT AND RAIN WATER PIPES & FITTINGS):129478C)WATER SUPPLY (INTERNAL & EXTERNAL):109495D)EXTERNAL SEWERAGE & STORM WATER DRAINAGE:0E)RAIN WATER RECHARGED WELL:0F)PUMPS & EQUIPMENTS:0G)WATER TANK & SOLAR WATER HEATER:0GRAND TOTALRs.238973S. NODESCRIPTIONUNITQTYRATEAMOUNTA)SANITARY FIXTURES & FITTINGS:NOTE:-Models/makes of all sanitary fixture shall be selected by the Owner/Architect1.0Fixing white/coloured vitreous china floor mounting type EWC with low level Vitreous China flushing cistern having all internal fittings including C.P bolts, nuts, solid plastic seat lid(heavy duty soft close) . C.P brass hinges and rubber buffer, 32 mm dia flush pipe with clamp and adapter rubber joint, C.P brass screws and washer complete including cutting & making good the walls/floor/slab where required.Each12002.0Fixing wall hung type white/coloured vitreous china European water closet with concealed `P' or S trap, seat & lid (heavy duty soft close) C.P. brass hinges, including C.I. chair, white vitreous china low level flushing cistern having all internal fittings complete with chair grouting rubber buffers, C.P. nuts, bolts, etc. cutting holes in walls, floors, slabs & making good.Each200003.0Fixing white/coloured vitreous china squatting pan orissa pan water closet (Orissa pan type of size 580 x 440 mm) with 100 mm sand cast iron `P' or `S' trap, set in cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 stone aggregate) 5.0 Litres capacity white vitreous china low level cistern having all internal fittings, 32mm dia galvanised iron (medium class to IS:1239) flush pipe with fittings & clamps in-cluding necessary supports, C.P. nuts, bolts, unions, washers etc making holes in walls, floors & making good.Each13704.0Fixing white glazed vitreous China wash basin (as mentioned below) with 32 mm dia C.P. brass waste of standard pattern, 32 mm dia cast brass bottle trap, 32 mm dia C.P pipe to wall and CP wall flange, C.I. painted brackets, bolts, nuts etc. cutting & making holes in walls, floors & making good.a)floor standing wash basinEach9500b)Flat back wash basin (Size 550 x 400 mm).Each80005.0Fixing Stainless steel kitchen sink with R.S. or CI bracket (painted white), 40 mm dia C.P. brass waste of standard pattern, C.P. brass chain and rubber, 40 mm dia caste brass bottle trap with necessary union, C.P. pipe to wall & CP wall flange complete with cutting and making good the walls where required (Location : Pantry, Kitchen, Coffee break etc.).a)Single bowl with single drain board. Overall size 1145 mm x 510 mm / bowl size 550 mm x 404 mm x 200 mm.Each11000b)Double bowl with double drain board. Overall size 1765 mm x 465 mm / bowl size 428 mm x 378 mm x 225 mm.Each115006.0Fixing 600 x 450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.Each25007.0Fixing 6 mm thick bevelled edge plate glass mirror of approved quality with 6 mm thick marine ply backing fixed to wooden cleats with CP brass screws and washers.Sq.m25008.0Fixing recessed type stainless steel toilet paper holder of approved makes. Including cutting hole in the masonary/R.C.C wall and making good with cement mortar.a)Size 150 mm x 150 mmEach15009.0Fixing CP brass hooks (double) of approved make. Including Fixing C.P brass screws, washers, rawal plug etc.Each150010.0Fixing liquid soap dispenser of approved make. Including screws, washers and rawal plug etc.Each150011.0Fixing CP brass short body bib cock including, necessary flange.Each150012.0Fixing CP brass long body bib cock. including necessary flange.Each150013.0Fixing 15 mm dia angle valve with flanges including 450 mm long copper connecting pipe with nuts complete.Each150014.0Fixing CP brass towel ring of size 150 mm dia with screw and rawal plug etc.Each150015.0Fixing 40mm dia C.P. cast brass bottle trap/p trap complete with all associated accessories /works.Each150016.0Fixing CP brass air purifier holder fixed to PVC rubber plug with C.P brass screw complete each.Each125017.0Fixing fully automatic "No tough" hand drier suitable to operate on 230 volts, single phase, 50 Hz AC power supply complete with brackets for fixing on wall including cutting and making good the walls wherever required.Each250018.0Fixing C.P. towel rod with C.P. brass bracket of approved make fixed to PVC rawl plugh with C.P. brass screws, making holes in walls & making good.a)Size 600 mm x 20 mm diaEach150019.0Fixing C.P. brass Ablution health faucet assembly with 1.2 m long braided PVC hose with mounting bracket fixed on wall complete.[FOR EWC]Each150020.0Fixing wall/counter mounted basin mixer with lever including cutting and making good of walls/slabs as requiredEach450021.0Fixing C.P Pillar tap for wash basin i/c cutting and making good of wallsEach27522.0Fixing two hole wall/counter mounted sink mixer icluding cutting and making good of walls/slabs as requiredEach350023.0fixing 4 Way Divertor,includingCP overhead showerwith spout including cutting making good of walls as requiredEach1550024.0Fixing Bath tub with overflow grating etcEach4200025.0Fixing shower cabinet with all accessories as required .Each4000026.0Fixing Jacuzi With motorised systemwith overflow etcEach450027.0Fixing of geyser 100 LtrEach850028.0Fixing of geyser 25 LtrEach6500TOTAL OF SANITARY FIXTURES & FITTINGS CARRIED OVER TO SUMMARYRs.0Note: sanitary fixtures shall be provided free of cost by the client. Accessories required for installation to be included in the cost provided by vendor.B)INTERNAL DRAINAGE: (SOIL, WASTE, VENT AND RAIN WATER PIPES & FITTINGS):1.0Supply,installation , testing commissioning of Low noise type PolyPropylene pipes with desity of 1.9 g/cm3 push fit joints,polypropylene mineral reinforced material that make the pipes suitable for waste and sanitary application & making proper connections to equipments including all necessary fittings and specials such as bends, tees, reducers, ,nuts,bolts,gasket,plug,supports and plugs etc. Fixing at wall/ ceiling level supported by clamps, fire collars,expansion joints,Y branches, Rodding Eye,thrust blocks,velocity breakers,hangers etc. as per the specification,drawings and schematics.G.I. pipe sleeve of suitable higher size shall be provided wherever the pipes are crossing the walls/floors and cutting holes and chases in brick, R.C.C work and making good the same to original conditions complete in all respects. All hangers, clamps, brackets,anchor/fixed support,guides,rollers etc. shall be of galvanized iron unless specified otherwise and then supply and installation of the same shall also be included for rates under this head. Welding of any kind on the galvanized support / hanger shall not be permitted.a)75 mm diaRM4.415656886b)100 mm diaRM40.0352675107094c)150 mm diaRM30500d)200 mm diaRM50002.0Providing and fixing`P or Sr' trap of self cleansing design without vent arm complete in all respects including cutting and making good the walls, floors & RCC work.a)100 mm inlet & 100 mm outlet.Each215003000b)100 mm inlet & 75 mm outlet.Each14503.0Providing, fixing, testing & commissioning of Bathroom Drain (Floor Drain)(Make-Viega model no.-4935.1) Article Code-557119 Flat model with Sealing flange,with removable trap (Storage water height-Seal- 30mm) (Drain Capacity 0,6 l/s) with height adjustable and Rotatable top 100 X 100mm and Stainless Steel grate 94x94mm,with protection plug, with plastic frame and Stainless Steel Grate.Loading capacity class K=300kg, with supply DN40, with horizontal drain socket, adjustable due to ball joint with outlet 50 mm.(Body made of environmentally friendly PP (poly propylene)for viega drain upvc pipe shall be used instead of GIEach185004.0Providing and fixing`floor' trapsame as item 3 above with folloing inlets of self cleansing design without vent arm complete in all respects including cutting and making good the walls, floors & RCC work. (viega/Wavin)a)Single inlet(Viegaartical code284626+534516+554026)100 mm outlet.Each32500b)Triple inlet (Viega article code 707002)Each450005.0Providing, fixing and testing GI pipes Class 'B' (medium duty) of approved make conforming to IS 1239-1982 complete with G.I. fittings such as tees, crosses, plugs, sockets, elbows, reducers, unions, sleeve pieces, check nuts etc including jointing with C.I. pipes (wherever required), cutting & making good the walls, floors, R.C.C. work etc. including cutting chases & filling the same. (For waste connection/vent pipe/floor drain).a)32 mm diaRM650b)40 mm diaRM885c)50 mm diaRM1050d)65 mm diaRM8.251450119636.0Providing and painting for G.I. Pipes with two coats of bitumastic paint, wrapping with one layer of Polythelene tap of 400 micron thick and applying a final coat of bitumastic paint complete including surface preparations.a)32 mm diaRM25b)40 mm diaRM45c)50 mm diaRM55d)65 mm diaRM8.25655367.0Providing, fixing & testing of UPVC waste water pipes (IS : 4985-1983 class IV 10 Kg/cm2 pressure) including injection moulded fittings (heavy duty) (plain or door) e.g. bends, junction, cowls, tees, offsets, access pieces etc.with clamps/supports as required/directed at site Jointing with solvent cement joints as per manufacturer recommendation including cutting chase or holes in walls and floors and making good as required at Site.(structural supports will be measured seperatly) for viega Floor draina)32 mm diaRM2300b)40 mm diaRM3000c)50 mm diaRM33008.0Providing and laying cement concrete 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate, 20 mm down gauge) 75 mm in bed and all around upvcI soil and waste pipes under floor, including shuttering and centering for: -a)75 mm diaRM450b)100 mm diaRM5150c)150 mm diaRM6509.0Providing and fixing G.I Inlet fitting with maximum 3 inlets 32, 40 or 50 mm size fabricated from 100 mm dia G.I pipes class 'B' (medium duty) and welded G.I sockets, fixed to CI trap with lead caulked joints and set in cement concrete as per standard drawing complete including cost of Bitumastic paint.Each210010.0Providing & fixing 6 mm thick CP brass grating with rim (without hinges) of approved design including setting in floor with cement mortar.a)125 mm diaEach5750b)75 mm diaEach500011.0Making rain water khurras 45 x 45 cm with average minimum thickness 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) over PVC sheet 1 m x 1 m x 400 micron, finished with 12 mm plaster in cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement including rounding of edges and finishing of outlet complete in all respects.Each1800012.0Providing and fixing M.S. grating in length of 0.6 m to 1 metre placed over on M.S angle frame anchored with hold fasts (300 mm long, 25 wide, 3 mm thick M.S flat) welded to frame including epoxy coating and painting setting with cement mortar 1:3 (1cement : 3 coarse sand) truly to line and level as required by the Engineer-in-charge.a)M.S. removable type grating 250mm wide 40mm thick placed over 35x35x5mm M.S. angle iron frame (for 300mm wide drain). [Location : - basement]RM3250013.0Providing and fixing of C.I. Grating 150 mm x 150 mm 10 mm thick including all fitting and accessories and cutting and making good the walls, floor and R.C.C. work complete.(screwed to base frame)Each300014.0Providing and fixing M.S. structural work fabricated from standard sections, (MS rounds, angles, channels etc.) including cutting to size, drilling welding including cost of fasteners clamps in R.C.C. structural members as directed, including two or more coats of synthetic enamel paints over one coat of primer after surface preparation including cutting and making good walls.Kg1250TOTAL OF INTERNAL DRAINAGE CARRIED OVER TO SUMMARYRs.129478C)WATER SUPPLY (INTERNAL & EXTERNAL):1.0Earth Work in Excavation of required width for water supply pipes including excavation for sockets and dressing of sides, ramming of bottom depth upto 1.5 m including getting out the excavated soil and then returning the soil as required in layer not exceeding 20 cms in depth including consolidating each deposited layers by ramming, watering etc. and disposing of surplus excavated soil as directed within a lead of 100 m. for all kinds of soil.a)Pipe up to 80 mm diaRM2250b)Pipes, exceeding 80mm dia but not exceeding 300mm dia.RM450c)Pipes exceeding 300 mm dia but not exceeding 600 mm dia.RM7502.0Providing and fixing chlorinated polyvinly chloride (CPVC) CTS SDR 11 Hot & Cold Water pipes conforming to IS capable to withstand 27.6kg/cm at room tempreature water and 7.03 kg/cm at 82C and all fittings of CPVC SDR 11 like elbow, tee, reducers, couplers, brass threated Male & female (adapoters,elbow, tees).The pipe fitting joining to be done with solvent cement as per manufacturers specifications & recommendations. The above includes chaise cutting fixing of pipes fittings testing of Assembley and finally making good the wall to the satisfaction of Engineer In Charge. for internala)15 mm diaRM2150b)20 mm diaRM2960c)25 mm diaRM355d)32 mm diaRM490e)40 mm diaRM650f)50 mm diaRM710g)65 mm diaRM1500h)80 mm diaRM1800i)100 mm diaRM35.930501094953.0Providing and fixing Stainless Steel pipe and fitting of grade AISI 316 as per BIS standard 3448 complete with press type fitting (fittingshall beincluded) i/c fixing of the pipe with clamps The pipe fitting joining to be done as per manufacturers specifications & recommendations. The above includes chaise cutting fixing of pipes fittings testing of Assembley and finally making good the wall to the satisfaction of Engineer In Charge. for shafta)15 mm diaRM445b)20 mm diaRM750c)25 mm diaRM9750d)32 mm diaRM13250e)40 mm diaRM16750f)50 mm diaRM2475g)65 mm diaRM2825h)80 mm diaRM3825i)100 mm diaRM52504.0Providing & laying in position S & S cast spun pipes conforming to IS : 1536 class 'LA' including all fittings conforming to IS : 1538 e.g. bends, tees, reducers, blank flanges, tyton joints as per IS : 3144, effective proper connection, cutting chase hole in walls & floors and making good wherever required including thrust blocks at bends. [Location : From Tube well to Underground Tank and Municipal line to Underground Tank].a)65mm diaRM22855.0Providing and fixing forged brass body quarter turn lever operated ball valve with forged brass hard chrome plated ball, disc & gland packing shall be PTEF tested to 25 Kg/cm pressure.a)15 mm diaEach5500b)20 mm diaEach6500c)25 mm diaEach9500d)32 mm diaEach15000e)40 mm diaEach18500f)50 mm diaEach25000g)65 mm dia(Butterfly valve)Each35006.0Providing and fixing M.S fabricated hot dipped galvinised coating puddle flange comprising of 600 mm dia long M.S class 'B' pipe (screwed end up to 50 mm & flange for more than 50 mm dia) with 6 mm thick M.S plates of required size including cutting holes in centre of plate, inserting pipe & making welded (Arc) joint complete. Same shall be installed with TEC welded joint in position with reinforcement bars of RCC tank wall/slab including making cutout in shuttering during concrete casting of tank of following diameter. (Location: underground/ overhead tanks.)a)20 mm diaEach850b)25 mm diaEach15000c)32 mm diaEach16500d)40 mm diaEach18000e)50 mm diaEach205007.0Providing and fixing M.S fabricated hot dipped galvinised coating puddle flange (sleeves insert piece) for R.C.C. retaining walls/floor etc. Fabricated from 600 mm long (max.) M.S class 'B' pipe (Plain ends) with 6 mm thick M.S plate of size (150 mm x 150 mm + O.D of pipe) including cutting holes in centre of M.S plate, inserting plate & making welded joint complete. Same shall be installed with TEC welded joint with reinforcement bars of wall/floor, including filling the gap between puddle flange & pipe with glass wool and shall be sealed by poly suphide sealant compound complete.a)20 mm dia.Each800b)25 mm dia.Each9000c)32 mm dia.Each11000d)40 mm diaEach12500e)50 mm diaEach145008.0Providing and fixing 500 mm dia M.S. water tank cover with 40 mm seat and lockable arrangement complete in all respects including all fitting & accessories.Each1750009.0Providing and fixing G.I. Vent Pipe class 'B' (medium duty) for R.C.C water storage tanks comprising of 600 mm long vertical pipe, return bend & cast brass perforated coupling including all associated civil work.a)50 mm diaEach18500b)100 mm diaEach350010.0Making connection to existing water main by tapping to gunmetal ferrule of 32 mm dia including excavation, bailing out water and filling back the excavated earth & C.I. water meter chamber cover, cutting & threading the pipe etc. getting approval from concerned authorities.Each35,000011.0Providing and fixing multi-jet magnetic drive (turbine type) water meter conforming to IS:779 with direct reading dia in Kilo-liter with all internal part in Gun metal or brass, strainer, flanged distance pieces for easy removal, 100 mm dia burden type pressure gauge with isolation cock including necessary test certificates for the meter from municipal authority.a)50 mm diaEach255000b)65 mm diaEach30,50012.0Constructing masonry chamber with 75 class designation brick work in cement mortar 1:5 (1 cement :5 fine sand) for valves cement conc. top slab 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) necessary excavation, foundation conc. 1:5:10 (1 cement :5 fine sand :10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design:i)300x300x600 mm size (inside) chamber with C.I. cover (lockable) size 250x250 mm (inside) with CI frame fixed in cement conc. Slab.Each40500ii)450x450x750 mm size (inside) chamber with C.I. lockable 300 x 300 mm (inside) with C.I. frame fixed in cement conc. slab.Each5650013.0Providing and fixing gunmetal equilibrium float valve with S.S. rod and 2 mm thick copper float, tested for 5 Kg/Sq.cm complete including companion flanges, nuts, bolts, washer etc. complete in all respect.a)32 mm dia pipeEach3724b)50 mm dia pipeEach5600014.0Providing and fixing M.S. structural work fabricated from standard sections, (MS rounds, angles, channels etc.) including cutting to size, drilling, welding, including cost of fasteners, clamps in RCC structural members as directed, including two or more coats of synthetic paint over one coat of primer after surface preparation including cutting and making good walls.Kg130015.0Providing and fixing single acting air release valves with screwed inlet 25 mm dia as per IS : 12992 rated for 20 Kg/Sq.cmEach2450016.0Providing and fixing non return valve tested to 15 kg/sqcm pressure complete with all fittings and accessoriesa)32 mm dia.Each2050b)40 mm diaEach2850017.0Thermal insulation on hot water pipes linesProviding and fixing thermal insulation tubing for hot water pipes (exposed/chases/burried locations), a elastomeric flexible material having hermetic blister closed cell structure of expanded synthetic rubber over pipes having thermal conductivty of 0.038W/m.K at 40deg C water vapour permeability, fire progation including all accessories e.g adhesive and tape joint, all required accessories, protection as per manufacturer's recommendations, complete in all respect.9 mm thick( for hot water pipes outer dia)a)15 mm ODRM1450b)20 mm ODRM1850c)25 mm ODRM2200d)32 mm ODRM310018.0Providing, laying and Jointing G.I. pipes and fittings conforming to IS:1239 (heavy class) with fittings, union and clamps including cutting holes in wall, makes chases in wall and making good the same in cement mortar 1:2 (1 cement : 2 coarse sand) as directed by Project Manager, complete in all respects for internal works including pipe supports with galvanised M.S. slotted angle iron, clamps, spacers as required and making good where required.a)15mm dia nominal boreRM355b)20mm dia nominal boreRM405c)25mm dia nominal boreRM560d)32mm dia nominal boreRM600e)40 mm dia nominal boreRM692f)50mm dia nominal boreRM890019.0Painting of exposed pipes wth two or more coats of synthetic enamel paint of approved quality over a coat of red oxide zinc cromate primer including painting of legends in English with direction arrows.a)20mm dia nominal boreRM25b)25mm dia nominal boreRM30c)32mm dia nominal boreRM35d)40 mm dia nominal boreRM4020.0Providing and painting for SS Pipes with two coats of bitumastic paint, wrapping with one layer of Polythelene tap of 400 micron thick and applying a final coat of bitumastic paint complete including surface preparations.a)32 mm diaRM250b)40 mm diaRM350c)50 mm diaRM450TOTAL OF WATER SUPPLY CARRIED OVER TO SUMMARYRs.109495D)EXTERNAL SEWERAGE & STORM WATER DRAINAGE:1.0Earth Work in Excavation of required width for storm and sewer pipes including excavation for sockets and dressing of sides, ramming of bottom depth upto 1.5 m including getting out the excavated soil and then returning the soil as required in layer not exceeding 20 cms in depth including consolidating each deposited layers by ramming, watering etc. and disposing of surplus excavated soil as directed within a lead of 100 m. for all kinds of soil.a)Pipes, exceeding 80 mm dia but not exceeding 300 mm dia.RM27502.0Providing, laying and jointingUPVC waste water pipes (IS : 4985-1983 class IV 10 Kg/cm2 pressure) including injection moulded fittings (heavy duty) ' with cement solvent andincluding testing of joints.a)150 mm dia.RM10650b)200 mm dia.RM18750c)250 mm dia.RM25503.0Providing and laying 150 mm thick cement concrete 1:5:10 mix ( 1 cement : 5 coarse Sand : 10 graded stone aggregate 40 mm nominal size) alround uPVC pipe including bed concrete 150 mm as per standard design.a)100 mm diaRM4650b)200 mm dia.RM6750c)250 mm dia.RM9254.0Providing, laying and jointing light duty non-pressure NP2 class S/S R.C.C. pipes with collars jointing with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including curing, testing of joints etc.a)150 mm dia R.C.C pipeRM580b)250 mm dia R.C.C pipeRM790c)300 mm dia R.C.C pipeRM8605.0Providing and laying 150 mm thick cement concrete 1 : 5 : 10 mix (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of R.C.C pipes including bed concrete 150 mm thick as per standard design complete.a)150 mm dia R.C.C pipeRM600b)250 mm dia R.C.C pipeRM880c)300 mm dia R.C.C pipeRM9506.0Constructing water tight brick masonry manhole with 75 class designation bricks in cement mortar 1:6 (1 cement :6 coarse sand), R.C.C. top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size). Foundation concrete 150 mm thick 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size), inside and outside plastering 12 mm thick with cement plaster 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement and making channels and benching in cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design, plastic coated M.S 20 mm square bar foot rests including fixing in 20 x 20 x 10 cm cement conc. blocks neatly finished, complete as per standard design and approved drawings.(Price shall include the, cost of excavation, back filling, disposal of surplus earth, foot rests dewatering & water proofing of manholes as directed at site & other associated civil works).a)Inside size 900mm x 800 mm x 750 mm deep.Each135000b)Inside size 600mm x 600mm dia deep.Each8500c)Extra over item No. 6 (a) for depth exceeding 60 cm to 90 cm.RM5800d)Extra over item no 6 (b) for depth exceeding 100 cm.RM58007.0Providing and fixing ISI marked fibre reinforced concrete (SFRC) (Heavy duty) manhole cover with frame conforming to the latest relevant IS. Specification of the brand as approved by project manager.a)610 x 455 mm heavy duty SFRC monhole cover with frame having hold fasts..Each2500b)500 mm internal diameter heavy duty SFRC manhole cover with frame having hold fasts.Each26500c)S.F.R.C cover and frame (heavy duty, HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) complete.Each150008.0Providing and fixing square mouth (S.W) gully trap grade `A' complete with C.I. grating brick masonry chamber with bricks of class designation 75 and water tight double seal C.I. cover with frame of 300 x 300 mm internal size. The weight of cover to be not less than 4.5 kg and frame to be not less than 2.70 kg. as per standard design.a)180 x 150 mm size P type.Each205009.0CATCH BASIN CHAMBER FOR STORM WATER:Providing and constructing 75 class brick masonary road gully chamber 500 x 450 x 450 mm 230 mm thick walls in cement mortar 1:5 (1 cement : 5 coarse sand) including 500 x 450 mm S.F.R.C. grating and frame (heavy duty) fixed with 100 mm P.C.C. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 100 mm thick PCC bed concrete 1:4 : 8 (1 cement : 4 sand : 8 graded stone aggregate of 40 mm nominal size), 50 mm thick in C.C. 1:2:4 at base including necessary excavation, backfilling and disposal of surplus earth, 12 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) with a floating coat of neat cement finish to inside and exposed outside surfaces, complete with all respects.Each5250010.0MANHOLE FOR STORM WATER DRAINAGE:Constructing brick masonry man hole for storm water drainage with bricks of class designation 75 in cement mortar 1:5 (1 cement : 5 coarse sand) with RCC top slab of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), 200 mm thick foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside and outside plastering 12mm thick in cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement inside and rough plaster on outside and making channel in cement concrete 1:2:4 mix, (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) neatly finished complete M.S plastic coated foot rests, complete as per standard design and approved drawings, including the cost of excavation, back filling, disposal of surplus earth foot rests and other associated civil works with S.F.R.C cover and frame (heavy duty, HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size) including centering shuttering all complete.a)600 x 600 x 750 mm deep.Each8,550b)900 x 800 x 750mm deep.Each13,5000c)1200 x 900 x 1000mm deep.Each18,50011.0Supplying all material and labour for making connection of sewer line to existing city sewer manhole including breaking into & making good the walls, floors, road etc. with cement concrete 1:2:4 mix (1 cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement and benching fixing pipe making necessary channels complete in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate of 40 mm nominal size) etc. complete in all respect. (Contractor to include cost of all liasion works required to complete the work)a)For 100 to 300mm dia pipeJob65,000012.0Supplying all material and labour for making connection of storm water line to existing municipal storm water manhole including breaking into and making good the walls, floors, road etc. with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate, 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and benching, fixing pipe & making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate of 40 mm nominal size) etc. complete in all respect. (Contractor to include cost of all liaison work required to complete the work).a)For 100 to 300mm dia pipeJob65,0000TOTAL OF EXTERNAL SEWERAGE & STORM WATER DRAINAGE CARRIED OVER TO SUMMARY0E)RAIN WATER RECHARGED WELL:providing and fixing with all material including excavation,refilling for 2m dia rain water harvesing pit as per drawingNote: Quantity given for one rain water harvesting re-charge pit only)1.0Earth work in excavation in foundation trenches or drains including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.a)All kinds of soil.2.0Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth; consolidating each deposited layer by ramming and watering, lead upto 50m.3.0Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level.a)1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size).4.0Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level.a)1:1:2 (1 cement :1 coarse sand :2 graded stone aggregate 20mm nominal size).5.0Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns etc. for mass concrete.6.0Reinforcement of R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.a)Mild steel and medium tensile steel bars.7.0Brick work with bricks of class designation 75 in foundation and plinth in:a)Cement mortar 1:6 (1 cement :6 fine sand).8.0Providing and fixing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12 mm dia. steel bar conforming to IS: 1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification mark to be visible even after fixing, including fixing in manholes with 30 x 20 x 15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.9.0Supplying and fixing C.I. Cover with frame for manholes:a)560mm diameter C.I. Cover & frame (heavy duty) the weight of the cover to be not less than 108 Kg.10.0Supplying and filling in plinth with coarsesand 1.5 to 2.0mm sand under floors including, watering, ramming consolidating and dressing complete.11.0Supplying and filling of stone boulders 15 - 20mm and down gauge.12.0300mm dia boring well - All kinds of soil.13.0Providing and fixing 200mm nominal dia PVC ribbed screen Finolex pipe for recharged well with fittings complete conforming to DIN-4925.14.0Providing and laying gravels 5-10mm and down gauge15.0Providing Geo Textile cloth below coarse sand layer.Total for One Number Rain Water Recharge Well:Rs4000000F)PUMPS & EQUIPMENTS:1.0Supplying, installing, testing and commissioning of centrifugal monoblock water transfer pumps to overhead water storage tanks (suitable for positive suction) consisting of the following: (Location: Plumbing Plant Room)a)Providing, installation, testing and commissioning of domestic water make-up transfer pump to overhead storage tank .. The pump shall have cast iron casing, SS 304 impeller, stainless steel shaft with mechanical seal, directly coupled with totally enclosed fan cooled induction motor, 2900 rpm mounted on a M.S. channel base frame including pressure gauge on delivery line with gunmetal isolation cock, suitable vibration elimination pads of approved quality and design, nuts, botls. Each pump shall be suitable for 415 10% volts 3 phase 50 Hz A.C. Electric supply and shall be of the capacity as under:Flow Rate = 2 LPSHead = 30 Mtrs.Set1220000(1 Working + 1 Standby)2.0HYDROPNEUMATIC SYSTEM:Supply, installation, testing and commissioning of the compact self contained hydropneumatic system including the following:2.1Variable Frequency Drive System:2.1.13 Nos. Vertical centrifugal (direct coupled) pumps (all working) with TEFC motor mounted on a common M.S. structural frame work, including common suction header with flange for inlet connection, common outlet, header with flange for outlet connections and interconnecting piping with isolating valves, non-return valves, pressure gauges with isolation cock etc.2.1.2Precharged diaphragm pressure vessel FRP of suitable size and nos. for the system mentioned below with charging connection, connected to outlet header with necessary flanges, gaskets, isolating, valves, nuts/bolts etc. complete.2.1.3Fully automatic control panel including starters, instruments, incoming isolator, level control for low water gaurd for pumps, microprocess based PLC, with one variable frequency drive (VFD), pressure transmitter, low and high system pressure switch with alarm auto/manual selector switches, interconnecting power control cabling etc. all accessories which required to complete the system for working conditions as per specifications.Hydropneumatic system as described above as under given capacities and areas:a)Cold Water /Hot water Supply (Treated Water): (2 W + 1 S)Capacity for Each Pump : 1.5LPSWorking Pressure : 2 Bar EndpointSet49000003.0SUBMERSIBLE PUMPS:Supplying, installing, testing and commissioning of centrifugal submersible sump pumps, suitable for 415 10% Volts, 3 phase/230 10% volts 50 Hz A.C. power supply. Each pump shall suitable for automatic/manual operation complete with control panel as per specification.a)Basement Sump Water (1 W + 1 S)Flow rate = 1 LPSHead = 5 to 8 Mtrs.Solid Handling = 12mmSet10500004.0Recirculating pumps :Providing, installation, testing and commissioning of following pumps suitable for 415 Volts connected with T.E.F.C. induction motor, M.S.channel, base plate 3-phase electric supply complete with vibration isolators, isolating valve on suction and discharge, non return valve on discharge, pressure gauges and dial type thermometer with syphon and stop cock on suction and discharge. The pump shall have mechanical seal and shall be SS casing, impeller, shaft and CI (epoxy coated) base suitable for hot water temperature.4.1Domestic Hot Water Return Pumps (1W+1SB)a)Pump :i)Flow - 0.5 L.P.S.ii)Head - 30 Mtr.set9800001W+1Sb)Valves/Fittings :i)Ball Valves 40 mm dia.Nos.26000ii)Y-Strainer 40 mm dia.Nos.45000iii)Check valve 40 mm diaNos.42000iv)Dial type Pressure gaugeNos.23500v)Dial type thermometer.Nos.30000TOTAL OF PUMPS & EQUIPMENTCARRIED OVER TO SUMMARY0G)WATER TANK & SOLAR WATER HEATER:1.0Supplying, installing, testing and commissioning of tripple layer Sintex water tank 1000L capacitycomplete with lid and accessories complete as requiredSet1200002.0Supplying, installing, testing and commissioning of Solar water heater 200 LPD with 2 no flat plate solar collector suitable for pressurised water supply ,with copper tubing and provision for electric back up with Safety features like airvent,temperature limiting device etc complete with installation frame interconnection between collectors and tank etc with all accessories, valves etc complete as required(TATA BP)Set1100000TOTAL OF WATER TANK & SOLAR WATER HEATER CARRIED OVER TO SUMMARY0

E-measDETAILS OF MEASUREMENTS FOR NEW DELHIS. No.ParticularsPower point 6AMPPower point 16AMPTelephone pointT.V. pointLight pointFan box1Basement area28262Stilt floor2istair case lobby219iiParking -1137iiiParking -223183Ground floor8iDinning room12120iiLiving room12114iiiKitchen827ivStore room112vToilet2144First floor4iDining room136iiLiving room32114iiimaster bedroom311110ivMaster toilet218vStudy room31118viToilet2135Second floor6iLounge121115iiBed room-131119iiiToilet- 1219ivBed room-221117vToilet-22126Third floor3iLounge8iiGym area516iiiGuest bedroom-153118ivGuest bed. Toilet-127vGuest bedroom-281115viGuest bed. Toilet-225Total point654010925723

E-BOQSUMMARY OF COSTS.No.DESCRIPTIONAmount(Rs)A)POINT WIRING:171920B)DISTRIBUTION BOARDS:0C)SUB-MAIN WIRING:0D)LIGHT


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