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)[email protected] of
2/3-pin 5-Amp. plug point in 3/0.029 PVC insulated bare cable in
PVC pipe recessed(15-51)(15-51)[email protected]
and Erection button holder/angle holder Bakelite large
size(15-22-a)(15-22-a)[email protected] and
Erection fluorescent tube light fitting including 4' rod, choke,
starter, flexible wire etc :
Single(15-61-a)(15-61-a)[email protected] and
Erection circuit breaker (imported) on sahl wood board complete :
2/5/15 Amp.(15-26-a)(15-26-a)[email protected] and
Erection single phase imported auto
circuit(15-26-b)(15-71-d)[email protected] and
Erection girder clamp hook, 5/8"
dia.for(15-25)(15-25)[email protected] and Erection
best quality AC ceiling fan complete with GI rod, canopy, blades
& regulator : 56"
sweep(15-68-c)(15-68-c)[email protected] of
iron clad/aluminium switches etc with GI wire #8 SWG in GI pipe
0.5" dia(15-41)(15-41)[email protected]/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)[email protected] and
Erection single core PVC insulated copper conductor 250/440 V grade
cable :
7/0.029"(15-05-c)(15-05-c)[email protected] and
Erection single core PVC insulated copper conductor 250/440 V grade
cable :
7/0.044"(15-05-e)(15-05-e)[email protected] and
Erection transpower auto circuit breaker 3-phase, 400V fungus
moisture proofing : 100
Amp.(15-70-c)(15-70-c)[email protected] and
Erection wall/pole type bracket with double cover water tight
reflector, flexible wire & brass
holder(15-15)(15-15)[email protected] and Erection
cubical type factory fabricated floor/wall mounting steel main
board comp. :
Recessed(15-75-b)(15-75-b)[email protected]%80%TotalRs440049.7744004.98352039.820