variation study for kolathur site modify

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HARINI ENTERPRISESBARBENDING SCHEDULE JOINTLY ARRIVED BY M/S. DSWE and HARINI ENTERPRISES

Member Details 8 mm 10 mm 12 mm

A.1 Isolated Footings

Foundation F1-Main Rod 12 23 14 322 3.6 1159.20 1159.20Distribution rod 12 23 14 322 3.6 1159.20 1159.20

Foundationn F2-main rod 12 22 2 44 3.4 149.60 149.60Distribution rod 12 22 2 44 3.4 149.60 149.60

2 Column up plinthColumn C1 25 10 14 140 5.6 784Ties outer spacing 100mm c/c 10 38 14 532 1.64 872.48 872.48Ties Inner spacing 100mm c/c 10 38 14 532 1.24 659.68 659.68column C1 over lap above plinth 25 10 14 140 1.25 175.00Column C2 20 10 2 20 5.35 107.00Ties outer spacing 100mm c/c 8 38 2 76 1.28 97.28 97.28Ties Inner spacing 100mm c/c 8 38 2 76 1.12 85.12 85.12Middle Hook 8 38 2 76 0.23 17.48 17.48Column C2 over Lap above plinth 20 10 2 20 1 20.00

3 Grade BeamGB1Top Main Rod 25 2 3 6 12 72.00Top Extra at end support 25 4 3 12 4.15 49.80Bottom Main Rod 25 2 3 6 12 72.00

PROJECT : 33/11 KVA SUB STATION WORK NORTH CHENNAI.SITE : KOLATHURCLIENT : M/S. DRAKE & SCULL WATER & ENERGY PVT LTD.BBS DONE ARRIVED BY: Mr.Mohammed Nazer ( Manager Civil,DSWE) and Mr.Rajaraman (Project Engg,Harini),Mr.Anbarasan (Site Engg)CHECKED & RE-ARRIVED BY : Mr.Sivasubramanian(Engineer Civil,DSWE) and Mr.Anbarasan(Site Engg)

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Member Details 8 mm 10 mm 12 mmS. NoDia of Bar mm

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rTotal Nos


Cutting Length


Bottom Extra Rod 25 2 3 6 8.8 52.802 Leg Stirips c/c 100mm 8 66 3 198 1.74 344.52 344.522 Leg Stirips c/c 200mm 8 20 3 60 1.74 104.40 104.40

GB1 (continious) with stair riserTop Main Rod 25 2 2 4 12 48.00Over lap at end for stair riser beam GB1 25 2 2 4 3.15 12.60Top Extra at end support 25 2 2 4 4.15 16.60Top Extra at continious support 25 2 2 4 ` 5.65 22.60Bottom Main Rod 25 2 2 4 12 48.00Over lap at end for stair riser beam GB1 25 2 2 4 3.15 12.60Bottom Extra Rod 25 2 2 4 8.8 35.202 Leg Stirips c/c 100mm 8 81 2 162 1.74 281.88 281.882 Leg Stirips c/c 200mm 8 20 2 40 1.74 69.60 69.60

GB2(continious)Top Main Rod 16 2 2 4 12 48.00Top Extra at end support 16 3 4 12 2.475 29.70Top Extra at mid support 16 3 2 6 3.95 23.70Bottom Main Rod 16 3 2 6 12 72.00Bottom Extra Rod for 5750 beam 16 1 2 2 4.425 8.85Bottom Extra Rod for 5250 beam 16 1 2 2 3.93 7.862 Leg Stirips c/c 100mm 8 68 2 136 1.02 138.72 138.722 Leg Stirips c/c 200mm for 8 16 2 32 1.02 32.64 32.64

GB3 continiousTop Main Rod including GB4 20 2 2 4 24 96.00Top Extra at end support GB3 20 1 2 2 1.65 3.30Top Extra at mid support GB3 20 1 8 8 2.6 20.80Bottom Main Rod 16 2 2 4 19.86 79.44Bottom Extra Rod at intermediate beams 20 1 8 8 2.6 20.802 Leg Stirips 8 34 10 340 0.96 326.40 326.40

GB4

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Top for cont beam (already considered in GB3)Top Extra at mid support 20 2 2 4 2.6 10.40Top Extra at end support 20 2 2 4 1.81 7.24Bottom Main Rod 20 2 2 4 4.72 18.88Bottom Extra 16 2 2 4 4.72 18.882 Leg Stirips 8 34 2 68 1.32 89.76 89.76Top for beam in stair area 20 2 1 2 4.72 9.44Top Extra at end support 20 2 2 4 1.81 7.24Bottom Main Rod 20 2 1 2 4.72 9.44Bottom Extra 16 2 1 2 4.72 9.442 Leg Stirips 8 34 1 34 1.32 44.88 44.88

4 PLINTH BEAMPB1Top Main Rod 25 2 1 2 12 24.00Top Extra Rod 25 3 2 6 4.36 26.16skin bar at side 16 2 1 2 11.45 22.90Bottom Main Rod 25 2 1 2 12 24.00Bottom Extra Rod 25 3 1 3 8.8 26.402 Leg Stirips c/c 100 8 66 1 66 2.06 135.96 135.962 Leg Stirips c/c 200 8 20 1 20 2.06 41.20 41.20

PB2 CONTINIOUS16 3 2 6 12 72.00

Top Extra at end support 20 3 4 12 2.535 30.42Top Extra at mid support 20 3 2 6 3.95 23.70

20 3 2 6 12 72.002 Leg Stirips 8 102 2 204 1.2 244.80 244.80

PB3 CONTINIOUS at C gridTop Main Rod 16 2 1 2 19.86 39.72Top Extra at end support 20 3 1 3 1.7 5.10Top Extra mid support 20 3 5 15 2.6 39.00Bottom Main Rod 16 3 1 3 19.1 57.30

Top Main Rod (L rod)

Bottom Main L Rod

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Bottom Extra Rod 16 1 5 5 2.8 14.002 Leg Stirips 8 34 5 170 0.94 159.80 159.80

PB3 CONTINIOUS at A gridTop Main Rod from A/6 to A/2 16 2 1 2 12 24.00Top Extra mid support 20 3 5 15 2.6 39.00Bottom Main Rod 16 3 1 3 16 48.00Bottom Extra Rod 16 1 4 4 2.8 11.202 Leg Stirips 8 34 4 136 0.94 127.84 127.84

PB4Top Main Rod over lap with PB3 20 2 3 6 6.31 37.86Top Extra at end support 20 2 3 6 1.8 10.80Bottom Main Rod at continious 20 3 3 9 4.4 39.60Bottom Extra Rod 20 2 3 6 2.8 16.802 Leg Stirips 8 33 4 132 1.24 163.68 163.68

PB4 AT TOILET AREATop & Bottom Main 20 5 1 5 4.58 22.90Top extra 20 2 2 4 1.65 6.60Bottom Extra Rod 20 2 1 2 2.8 5.602 Leg Stirips 8 34 1 34 1.24 42.16 42.16

PB5Top Main Rod 12 2 2 4 4.58 18.32 18.32Top Extra at end support 12 2 4 8 1.6 12.80 12.4Bottom Main Rod 12 2 2 4 3.88 15.52 15.52Bottom extra 12 2 2 4 2.62 10.48 10.482 Leg Stirips 8 35 2 70 1.24 86.80 86.80

PB6Top Main Rod continious with PB3 16 2 4 8 4.075 32.60Bottom Main Rod 16 3 4 12 2.35 28.202 Leg Stirips @ 100 c/c 8 16 4 64 1.24 79.36 79.36

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Additional beam at toilet areafor short wall 12 4 2 8 2.1 16.80 16.80long wall 12 4 1 4 4.05 16.20 16.20Stirrups 8 40 1 40 0.71 28.40 28.40beam below battery room wall 12 4 1 4 4.05 16.20 16.20Stirrups 8 20 1 20 0.96 19.20 19.20

5 STAIR FROM 00M To +1.60 MStarter bar outside 12 12 2 24 1.55 37.20 37.20distribution for above 8 11 2 22 1.7 37.40 37.40Starter bar inside face 12 12 2 24 1.2 28.80 28.80distribution for above 8 11 2 22 1.7 37.40 37.40waist slab bottom bar at FGL lvl 12 12 2 24 4.66 111.84 111.84distribution for above 8 21 2 42 1.7 71.40 71.40waist slab top at FGL lvl 12 12 2 24 1.7 40.80 40.80distribution for above 8 6 2 12 1.7 20.40 20.40scissor bar at FGL lvl 12 12 2 24 1.7 40.80 40.80

landing at +1.5m lvlslab short side bar double layer 12 24 2 48 4.93 236.64 236.64slab long side bar double layer 8 44 2 88 2.36 207.68 207.68

6 CABLE TRENCH

10 107 2 2145.55 1187.70 1187.70

Distributor for above 200mm c/c- only for full raft 10 10 2 20 18.135 362.70 362.70over lap for above 10 10 2 20 0.5 10.00 10.00Distributor for above18.135m long wall 200mm c/c 8 10 2 20 18.135 362.70 362.70over lap for above 8 10 2 20 0.4 8.00 8.00Distributor for 13.285 m long 2 part walls 8 10 4 40 6.24 249.60 249.60Raft top short bar at 175 mmc/c for length 13.285m 10 77 2 154 2.04 314.16 314.16Distributor for above 200mm c/c for full raft length 10 10 2 20 18.135 362.70 362.70over lap for above 10 10 2 20 0.5 10.00 10.00

Raft bottom along grid A & C- short side & wall external U shaped bar @125mm c/c for a length 13.285m

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Wall innerface vertical bar on either side for 13.285m 10 77 4 308 2.1 646.80 646.80Distribution for above for 18.135m length with lap 8 10 2 20 18.535 370.70 370.70over lap for above 8 10 2 20 0.4 8.00 8.00Distribution for above for 13.285m length 8 10 4 40 6.24 249.60 249.60

10 58 2 1165.55 643.80 643.80

Distributor for above 200mm c/c- only for full raft 10 10 2 20 10.45 209.00 209.00Distributor for above 10.5m long wall 200mm c/c 8 10 2 20 11.25 225.00 225.00

Distributor for above 7.10m long wall 200mm c/c 8 10 2 20 7.5 150.00 150.00

Raft top short bar at 125 mmc/c for length 7.1m 10 58 2 116 2.04 236.64 236.64Distributor for above 200mm c/c for full length 10 10 2 20 10.45 209.00 209.00wall innerface vertical bar on either side 10 58 4 232 2.05 475.60 475.60Distribution for above for 10.5m length with lap 8 10 2 20 11.25 225.00 225.00Distribution for above for 7.1m length with lap 8 10 2 20 7.9 158.00 158.00Chair bar for cable trench raft 10 34 1 34 1.2 40.50 40.50

10 58 1 585.55 321.90 321.90

Distributor for above 200mm c/c- only for raft 10 10 1 10 7.1 71.00 71.00Over lap for above on both end 10 10 1 10 1 10.00 10.00Distributor for above only for vrtical 200mm c/c 8 20 2 40 7.1 284.00 284.00

Raft top short bar at 125 mmc/c for length 7.17m 10 58 1 58 2.04 118.32 118.32Distributor for above 200mm c/c 10 10 1 10 7.1 71.00 71.00Over lap for above on both end 10 10 1 10 1 10.00 10.00wall innerface vertical bar on either side 10 58 2 116 2.1 243.60 243.60Distribution for above 8 10 2 20 7.1 142.00 142.00

Trench common corner portion for length 1.7mRaft bottom- L rod 10 15 10 146 3.6 525.60 525.60Raft top bat -L rod 10 15 10 150 1.95 292.50 292.50wall inner face vertical bar on only one side 10 15 10 146 2 292.00 292.00

Raft bottom along grid 7 & 2- short side & wall external U shaped bar @125mm c/c for a length (7.10)m

Trench at mid of controll room -Raft bottom short side & wall external U shaped bar @125mm c/c for a length (7.1)m

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All Distributors are considred already

Trench cover slabBoth top and bottom for Length 10.5m 10 142 2 284 2 568.00 568.00Distributor for both top & bottom 8 20 2 40 10.5 420.00 420.00Mid area trench cover Both top and bottom for Length 7.1m 10 96 1 196 2 392.00 392.00Distributor for both top & bottom 8 20 1 20 7.1 142.00 142.00

SLAB ON GRADESIZE-6.84M x7.1M AT 200MM C/Cshort bar 8 35 2 70.7 6.84 483.59 483.59long bar 8 33 2 65.5 7.1 465.05 465.05FIRST STAGE REBAR SUB TOTAL

Total length 7079.40 9156.68 3219.6Unit Wt 0.40 0.617 0.888

Wt in MT -Dia Wise 2.80 5.650 2.859Total Wt in Mtonne 19.822

B COLUMN ABOVE PLINTH TO FIRST FLOOR1 COLUMN

Column C1 25 10 14 140 4.4 616.00Ties outer spacing 100mm c/c 10 20 14 280 1.64 459.20 459.20Ties Inner spacing 100mm c/c 10 20 14 280 1.24 347.20 347.20Normal Ties c/c 250mm (Outer) 10 2 14 28 1.64 45.92 45.92Normal Ties c/c 250mm (Inner) 10 2 14 28 1.24 34.72 34.72column C1 over lap above ffloor 25 10 14 140 1.25 175.00Column C2 20 10 2 20 4.4 88.00Ties outer spacing 100mm c/c 8 20 2 40 1.28 51.20 51.20Ties Inner spacing 100mm c/c 8 20 2 40 1.12 44.80 44.80Middle Hook 8 22 2 44 0.23 10.12 10.12Normal ties c/c 200mm (Outer) 8 2 2 4 1.34 5.36 5.36Normal ties c/c 200mm (Outer) 8 2 2 4 1.34 5.36 5.36Column C2 over Lap above plinth 20 10 2 20 1 20.00

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2 LINTEL & SUNSHADELintel -length-22.6 12 6 1 6 23.45 140.70 140.7Ties 8 23 6 138 0.96 132.48 132.48Lintel -length-18.9m 12 6 1 6 19.75 118.50 118.5Ties 8 23 5 115 0.96 110.40 110.40lintel- length-10.50m 12 6 3 18 11.85 213.30 213.30Ties 8 209 1 209 0.96 200.64 200.64Lntel at toilet areaAt door 12 4 1 4 4.05 16.20 16.20ties 8 20 1 20 0.71 14.20 14.20

Sun shade-12nosMain bar 10 12 12 140 1.44 201.60 201.60Distributor 8 6 12 72 1.57 113.04 113.04

3 GROUND FLOOR ROOF (FIRST FLOOR )SLABFB1& FB6continiousTop Main from FB6 towards FB1 25 2 5 10 12 120.00over lap FB1 25 2 5 10 3.07 30.70Top main from Fb1 towards FB6 25 2 5 10 12 120.00over lap FB6(cantilever) 25 2 5 10 4.5 45.00Top Extra at end support 25 4 5 20 4.4 88.00Top Extra at mid support 25 4 5 20 5.55 111.00Bottom Main for FB1 25 4 5 20 12 240.00Bottom Extra For FB1 25 4 5 20 8.1 162.00skin bar at sides 12 2 5 10 10.92 109.20 109.202 Leg Stirips @ 130 c/c 10 52 5 260 2.1 546.00 546.002 Leg Stirips @ 230 c/c 10 18 5 90 2.1 189.00 189.00Spacer Bar FB1 25 14 5 70 0.4 28.00

FB6 cantileverTop and extra support is considered in FB1Bottom Main 20 2 7 14 2.45 34.30bottom main 25 1 7 7 2.45 17.15

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Ties 8 at 130c/c 8 12 7 84 1.24 104.16 104.16

FB2/FB3 & FB6Top Main Rod (over laped with FB6) 20 3 2 6 12 72.00Top Extra at end support 25 2 2 4 2.75 11.00Top Extra at mid support 25 2 2 4 4.1 16.40Bottom Main Rod 20 3 2 6 12 72.00Bottom Extra Rod 20 2 2 4 2.95 11.80Bottom Extra Rod 20 2 2 4 3.45 13.802 Leg Stirips at 100mm c/c 8 16 8 128 1.5 192.00 192.002 Leg Stirips at 200mm c/c 8 10 4 40 1.5 60.00 60.00FB6 Grid A1 & A2 Top bar 25 4 2 8 4.55 36.40Top Extra FB6 Grid A1 & A2 25 4 2 8 4.45 35.60ties & bottom bor considered in FB6 cantileverSpacer Bar FB2 25 14 2 28 0.4 11.20

FB4 & FB5 at grid CTop Main continious from FB4 To FB5 20 2 1 2 24 48.00Top extra at at end support at Fb4 & FB5 20 2 2 4 1.8 7.20Top Extra at mid support 20 2 5 10 2.7 27.00Bottom main continious for FB4 20 2 1 2 12 24.00Bottom lap for FB4 up to column at C/2 20 2 1 2 8.12 16.24Bottom Extra for FB4 20 2 5 10 2.6 26.00Bottom Main for FB5 16 3 1 3 4.4 13.202 Leg Stirips at 100mm c/c for FB4 8 24 5 120 1.1 132.00 132.002 Leg Stirips at 150mm c/c for FB4 8 8 5 40 1.1 44.00 44.002 Leg Stirips at 100mm c/c for FB5 8 24 1 24 1.5 36.00 36.002 Leg Stirips at 150mm c/c for FB5 8 8 1 8 1.5 12.00 12.00Spacer Bar FB4 25 5 14 70 0.4 28.00

FB5 STAIR & IN TOILET SUNKEN AREATop Main 20 2 2 4 4.93 19.72Top extra at end support 20 2 4 8 1.78 14.24Bottom main 16 3 2 4 4.93 19.72

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2 Leg Stirips at 100mm c/c for FB5 8 24 2 48 1.5 72.00 72.002 Leg Stirips at 150mm c/c for FB5 8 8 2 16 1.5 24.00 24.00

FB4 & FB8 atgrid A Top Main continious from FB4 To FB8 20 2 1 2 12 24.00Top main over lap at FB8 20 2 1 2 12 24.00Top extra at at end support at Fb4 & FB8 20 2 2 4 1.8 7.20Top Extra at mid support 20 2 5 10 2.7 27.00Bottom main continious for FB4 20 2 1 2 12 24.00Bottom lap for FB4 & FB8 20 2 1 2 12 24.00Bottom Extra for FB4 & FB8 20 2 6 12 2.6 31.202 Leg Stirips at 100mm c/c for FB4 8 24 5 120 1.1 132.00 132.002 Leg Stirips at 150mm c/c for FB4 8 8 5 40 1.1 44.00 44.002 Leg Stirips at 100mm c/c for FB8 8 24 1 24 1.3 31.20 31.202 Leg Stirips at 150mm c/c for FB8 8 8 1 8 1.3 10.40 10.40

FB7Top continious from One end 16 2 1 2 12 24.00Top over lab from other end 16 2 1 2 12 24.00Top Extra at end support 16 1 2 2 1.63 3.26Top Extra at mid support 16 1 5 5 2.7 13.50Bottom Main Rod from one end 16 2 1 2 12 24.00Bottom main from other end 16 2 1 2 12 24.00Bottom Extara 16 1 6 6 2.6 15.602 Leg Stirips at 100mm c/c 8 24 6 144 0.9 129.60 129.602 Leg Stirips at 200mm c/c 8 6 6 36 0.9 32.40 32.40

SLABFS1end pannelShort bar at bottom at 125mmc/c 10 43 2 86 4.12 354.32 354.32Short bar at bottom at 125mmc/c 10 42 2 84 5.27 442.68 442.68long bar at bottom at 175mmc/c 8 10 2 20 10.99 219.80 219.80long bar at bottom at 175mmc/c 8 10 2 20 11.575 231.50 231.50Top extra at end support short side 250mm c/c 10 43 2 86 1.52 130.72 130.72

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Distribution for above at 250mmc/c 8 5 2 10 10.95 109.50 109.50Top extra at end support long side 350mm c/c 8 10 2 20 3.5 70.00 70.00Distribution for above at 350mmc/c 8 9 2 18 4 72.00 72.00Top extra at mid support long side 350mm c/c 8 10 2 20 4.115 82.30 82.30Distribution for above at 350mmc/c 8 9 2 18 4 72.00 72.00

FS1mid pannelShort bar at bottom at 125mmc/c 10 85 3 255 5.3 1351.50 1351.50long bar at bottom at 175mmc/c 8 10 3 30 10.99 329.70 329.70long bar at bottom at 175mmc/c 8 10 3 30 11.575 347.25 347.25Top extra at mid support short side 250mm c/c 10 43 4 172 2.7 464.40 464.40Distribution for above at 250mmc/c 8 8 4 32 10.95 350.40 350.40Top extra at end support long side 350mm c/c 8 10 3 30 3.5 105.00 105.00Distribution for above at 350mmc/c 8 9 3 27 4 108.00 108.00Top extra at mid support long side 350mm c/c 8 10 3 30 5.03 150.90 150.90Distribution for above at 350mmc/c 8 9 3 27 4 108.00 108.00chair rod 10 20 5 100 1 100.00 100.00

FS2Bottom short side at 175c/c 8 19 5 95 2 190.00 190.00Bottom long side at 175c/c for end panells 8 5 1 5 5.08 25.40 25.40Bottom long side at 175c/c for end panells 8 4 1 4 3.93 15.72 15.72Top extra at short side at end 350mm c/c 8 10 5 50 1.13 56.50 56.50distribution for above 8 2 5 10 4 40.00 40.00Top extra at long side at end support 350mmc/c 8 5 2 10 1.58 15.80 15.80distribution for above 8 3 2 6 2 12.00 12.00Top extra at long side at mid support 50mmc/c 8 4 4 16 2.53 40.48 40.48Distribution for above 8 6 4 24 2 48.00 48.00Distribution is already available from FS1chair rod 10 3 5 15 1 15.00 15.00

FS3Short bar at bottom at 150mm c/c 12 37 1 37 3.85 142.45 142.45Long bar at bottom at 150mm c/c 10 23 1 23 5.81 133.63 133.63

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Top extra at short side 12 18 2 36 1.38 49.68 49.68Distribution for above 8 4 2 8 5.81 46.48 46.48Top extra at long side 10 12 2 24 1.9 45.60 45.60distribution for above 8 6 2 12 3.85 46.20 46.20chair rod 10 8 1 8 1 8.00 8.00Balcony drops 120mm c/c 8 213 1 213 1.7 362.10 362.10Distribution for above 8 7 1 7 26.4 184.80 184.80

Stair case slabwaist slab 1Top bar at +1.5m lvl 16 12 1 12 2.73 32.76Distribution for above 10 10 1 10 1.55 15.50 15.50Scissor bar from top to bottom 16 12 1 12 1.83 21.96Bottom bar 16 12 1 12 6.81 81.72Distribution for above only for waist vslab 10 23 1 23 1.55 35.65 35.65Top bar at mid landing 16 12 1 12 3.38 40.56Distribution for above 16 16 1 16 3.86 61.76scissor bar at mid landing from top bottom 16 12 1 12 2.3 27.60distributor for above 16 6 1 6 3.86 23.16

Mid landing BeamTop main bar 20 2 1 2 4.57 9.14Top extra 20 1 2 2 1.7 3.40Bottom main 20 2 1 2 4.57 9.14Bottom extra 20 1 1 1 2.98 2.98Ties 8 31 1 31 1.2 37.20 37.20

waist slab 2Top bar from mid landing 16 12 1 12 2.59 31.08Distribution for landing area covered alreadyDistribution for lwaist area 10 5 1 5 1.55 7.75 7.75Scissor bar from top to bottom at mid landing 16 12 1 12 2.485 29.82Bottom bar 16 12 1 12 7.6 91.20

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over lap for above 16 12 1 12 0.8 9.60Distribution for above for waist only 10 23 1 23 1.6 36.80 36.80Top bar at floor landing 10 12 1 12 3.63 43.56 43.56Distribution for above at floor landing 10 11 1 11 3.76 41.36 41.36Distribution for above at waist slab 10 9 1 9 1.55 13.95 13.95scissor bar at floor landing 16 12 1 12 1.89 22.68

Floor landing SlabDistribution only bottom 10 11 1 11 3.76 41.36 41.36

Floor landingMain bar on short vside 10 23 1 23 2.2 50.60 50.60Main bar on long side 10 11 1 11 4 44.00 44.00Extrav rod at to short side 10 23 1 23 0.6 13.80 13.80Distribution for above on either side 8 8 1 8 4.05 32.40 32.40

SUB TOTAL FOR SECOND STAGE OF WORKS8.00 10 12



C FIRST FLOOR TO ROOF SLAB1 COLUMN

Column C1 25 10 12 120 4.4 528.00Column C1 25 10 2 20 3.5 70.00Ties outer spacing 100mm c/c 10 20 14 280 1.64 459.20 459.20Ties Inner spacing 100mm c/c 10 20 14 280 1.24 347.20 347.20Normal Ties c/c 250mm (Outer) 10 6 14 84 1.64 137.76 137.76Normal Ties c/c 250mm (Inner) 10 6 14 84 1.24 104.16 104.16

Column C2 20 10 2 20 3.5 70.00Ties outer spacing 100mm c/c 8 20 2 40 1.28 51.20 51.20Ties Inner spacing 100mm c/c 8 20 2 40 1.12 44.80 44.80

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Middle Hook 8 26 2 52 0.23 11.96 11.96Normal ties c/c 200mm (Outer) 8 6 2 12 1.28 15.36 15.36Normal ties c/c 200mm (Outer) 8 6 2 12 1.12 13.44 13.44

2 LINTEL & SUNSHADELintel -length-22.6 at grid C 12 6 1 6 23.45 140.70 140.7Ties 8 23 6 138 0.96 132.48 132.48Lintel -length-18.9m 12 6 1 6 19.75 118.50 118.5Ties 8 23 5 115 0.96 110.40 110.40lintel- length-10.50m 12 6 3 18 11.85 213.30 213.30Ties 8 209 1 209 0.96 200.64 200.64Lntel at toilet areaAt door d2 of gents 12 4 1 4 2.56 10.24 10.24ties 8 17 1 17 0.71 12.07 12.07At door d2 of ladies 12 4 1 4 2.87 11.48 11.48ties 8 19 1 19 0.71 13.49 13.49

Sun shade-8nosMain bar 10 12 8 96 1.44 138.24 138.24Distributor 8 6 8 48 1.57 75.36 75.36

LOFTShort bar for 18 .615m 10 124 2 248 0.6 148.80 148.80distribution 8 4 2 8 18.965 151.72 151.72Short bar for 10 .5m 10 62 2 124 0.6 74.40 74.40distribution 8 4 2 8 10.45 83.60 83.60

3 ROOF LVL SLABROOF BEAMSRB1& RB5 continiousTop Main from RB5 towards RB1 25 2 5 10 12 120.00Top main from RB1 towards FB5 25 2 5 10 12 120.00over lap RB1 25 2 5 10 3.07 30.70

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over lap FB6(cantilever) 25 2 5 10 4.6 46.00Top Extra at end support 20 3 5 15 4.35 65.25Top Extra at mid support 20 3 5 15 5.6 84.00Bottom Main for RB1 25 4 5 20 12 240.00Bottom Extra For RB1 20 3 5 15 8.4 126.00skin bar at sides 12 2 5 10 10.92 109.20 109.202 Leg Stirips @ 100 c/c 8 66 5 330 2.08 686.40 686.402 Leg Stirips @ 200 c/c 8 20 5 100 2.08 208.00 208.00Spacer Bar RB1 25 14 5 70 0.4 28.00

RB5 cantileverTop and extra support is considered in RB1Bottom Main 20 2 5 10 2.77 27.70bottom main 25 1 5 5 2.77 13.85Ties 8 at 100c/c 8 15 5 75 1.38 103.50 103.50

RB6 & RB5Top Main Rod (over laped with RB6) 20 2 2 4 12 48.00over lap RB6(cantilever) 25 4 2 8 4.6 36.80Top Extra at end support for RB6 25 2 2 4 2.65 10.60Top Extra at mid support at RB5 20 3 2 6 4.55 27.30Bottom Main Rod from RB6 to RB5 12 3 2 6 12 72.00 72.00Bottom Extra Rod at RB6 16 2 4 8 3.2 25.602 Leg Stirips at 100mm c/c 8 18 8 144 1.24 178.56 178.562 Leg Stirips at 200mm c/c 8 10 4 40 1.24 49.60 49.60

Bottom Main RB5 20 2 2 4 2.77 11.08Bottom main RB5 25 1 2 2 2.77 5.54Ties 8 at 100c/c 8 15 2 30 1.38 41.40 41.40Spacer Bar RB6 25 13 2 26 0.4 10.40

RB4 ALONG GRID CTop Main continious from one end 12 2 1 2 12 24.00 24.00Top main continious from other end 12 2 1 2 12 24.00 24.00Top extra at at end supports 16 2 2 4 1.8 7.20

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Cutting Length


Top Extra at mid support 16 2 5 10 2.7 27.00Bottom main continious from one end 12 2 1 2 12 24.00 24.00Bottom main continious from other end 12 2 1 2 12 24.00 24.00Bottom Extra 16 2 6 12 1.4 16.802 Leg Stirips at 100mm c/c 8 12 12 144 1.04 149.76 149.762 Leg Stirips at 200mm c/c 8 8 6 48 1.04 49.92 49.92Spacer Bar RB4 25 5 13 65 0.4 26.00

RB4 & RB7 ALONG GRID ATop Main continious from RB4 To RB7 12 2 1 2 12 24.00 24.00Top main over lap at RB7 12 2 1 2 12 24.00 24.00Top extra at at end support at RB4 16 2 1 2 1.8 3.60Top Extra at mid support for RB4 16 2 4 8 2.7 21.60Top extra at at end support at RB7 20 2 1 2 1.8 3.60Top Extra at mid support for RB7 20 2 1 2 2.7 5.40Bottom main continious from RB4 to RB7 12 2 1 2 12 24.00 24.00Bottom Main from RB7 to RB4 12 2 1 2 12 24.00 24.00Bottom Extra for RB4 16 2 5 10 1.4 14.00Bottom Extra for RB7 16 1 1 1 4.05 4.052 Leg Stirips at 100mm c/c for RB4 8 24 5 120 1.04 124.80 124.802 Leg Stirips at 200mm c/c for RB4 8 5 5 25 1.04 26.00 26.002 Leg Stirips at 100mm c/c for RB7 8 24 1 24 1.24 29.76 29.762 Leg Stirips at 2000mm c/c for FB7 8 5 1 5 1.24 6.20 6.20

RB4 SUNKEN AREATop Main 12 2 1 2 4.48 8.96 8.96Top extra at end support 16 2 2 4 1.65 6.60Bottom main 12 2 1 4 4.48 17.92 17.92Bottom Extra 16 2 1 4 1.4 5.602 Leg Stirips at 100mm c/c for FB5 8 12 2 24 1.04 24.96 24.962 Leg Stirips at 200mm c/c for FB5 8 5 1 5 1.04 5.20 5.20

RB3Top continious from One end 12 2 1 2 12 24.00 24.00

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No of Bar

No of Membe

rTotal Nos


Cutting Length


Top over lab from other end 12 2 1 2 12 24.00 24.00Top Extra at end support 16 1 2 2 1.55 3.10Top Extra at mid support 16 1 5 5 2.53 12.65Bottom Main Rod from one end 12 2 1 2 12 24.00 24.00Bottom main from other end 12 2 1 2 12 24.00 24.00Bottom Extara 16 1 6 6 1.4 8.402 Leg Stirips at 100mm c/c 8 24 6 144 0.9 129.60 129.602 Leg Stirips at 200mm c/c 8 10 6 60 0.9 54.00 54.00

SLABRS1end pannelShort bar at bottom at 150mmc/c 10 36 2 72 4.1 295.20 295.20Short bar at bottom at 150mmc/c 10 35 2 70 5.25 367.50 367.50long bar at bottom at 175mmc/c 8 10 2 20 11 220.00 220.00long bar at bottom at 175mmc/c 8 10 2 20 11.585 231.70 231.70Top extra at end support short side 300mm c/c 10 36 2 72 1.52 109.44 109.44Distribution for above at 350mmc/c 8 4 2 8 10.95 87.60 87.60Top extra at end support long side 350mm c/c 8 10 2 20 3.5 70.00 70.00distribution for above given below seperatelyTop extra at mid support long side 350mm c/c 8 10 2 20 4.115 82.30 82.30distribution for above given below seperatelychair rod 10 20 2 40 1 40.00 40.00

RS1mid pannelShort bar at bottom at 150mmc/c 10 71 3 213 5.25 1118.25 1118.25long bar at bottom at 175mmc/c 8 10 3 30 11 330.00 330.00long bar at bottom at 175mmc/c 8 10 3 30 11.585 347.55 347.55Top extra at mid support short side 300mm c/c 10 36 4 144 2.7 388.80 388.80Distribution for above at 300mmc/c 8 8 4 32 10.95 350.40 350.40Top extra at end support long side 350mm c/c 8 10 3 30 3.5 105.00 105.00distribution for above given below seperatelyTop extra at mid support long side 350mm c/c 8 10 3 30 4.115 123.45 123.45distribution for above given below seperatelychair rod 10 20 3 60 1 60.00 60.00

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No of Bar

No of Membe

rTotal Nos


Cutting Length


RS2 END PANNELBottom short side at 175c/c 8 20 2 40 2 80.00 80.00Bottom long side at 175c/c for end panells 8 5 2 10 5.15 51.50 51.50Bottom long side at 175c/c for end panells 8 5 2 10 3.76 37.60 37.60Top extra at short side at end 350mm c/c 8 10 2 20 0.9 18.00 18.00distribution for above given below seperatelyTop extra at long side at end support 350mmc/c 8 5 2 10 1.55 15.50 15.50distribution for above 8 3 2 6 1.95 11.70 11.70Distribution is already available from RS1chair rod 10 6 2 12 1 12.00 12.00

RS2Bottom short side at 175c/c 8 20 4 80 2 160.00 160.00Bottom long side at 175c/c for end panells 8 5 4 20 5.15 103.00 103.00Bottom long side at 175c/c for end panells 8 5 4 20 3.76 75.20 75.20Top extra at short side at end 350mm c/c 8 10 6 60 0.9 54.00 54.00distribution for above given below seperatelyTop extra at long side at mid support 350mmc/c 8 5 5 25 2.53 63.25 63.25distribution for above 8 8 5 40 1.95 78.00 78.00Distribution is already available from RS1chair rod 10 6 4 24 1 24.00 24.00

DISTRIBUTIONRS 1 -5 pannels on either side 8 22 1 22 19.25 423.50 423.50RS 2 -6 pannels on either side 8 4 1 4 22.95 91.80 91.80

RS3Short bar at bottom at 150mm c/c 10 18 1 18 3.93 70.74 70.74Short bar at bottom at 150mm c/c 10 19 1 19 5.08 96.52 96.52Long bar at bottom at 175mm c/c 8 20 1 20 5.865 117.30 117.30Top extra at short side at end support 300mmc/c 8 9 2 18 1.75 31.50 31.50Distribution for above 8 5 2 10 5.9 59.00 59.00Top extra at long side mid support 8 18 1 18 2.53 45.54 45.54

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No of Bar

No of Membe

rTotal Nos


Cutting Length


Top extra at long side end support 8 18 1 18 1.38 24.84 24.84distribution for above 8 3 2 6 5.815 34.89 34.89Chair rod 10 10 1 10 1 10.00 10.00Balcony drops 120mm c/c 8 213 1 213 1.7 362.10 362.10Distribution for above 8 7 1 7 26.4 184.80 184.80

Stair case slabwaist slab 3Top bar at first floor lvl 16 12 1 12 2 24.00Distribution for above 10 12 1 12 1.55 18.60 18.60Scissor bar at floor lvl 16 12 1 12 2.8 33.60Bottom bar 16 12 1 12 5.55 66.60over lap for above 16 12 1 12 0.8 9.60Distribution for above 10 17 1 17 1.6 27.20 27.20Distribution for above at floor lavl 10 6 1 6 1.6 9.60 9.60Distribution for above at mid landing floor lvl 16 9 1 9 3.93 35.37Bottom bar from mid landing to top 16 12 1 12 3.2 38.40Distribution for above at landing 16 9 1 9 3.93 35.37scissor bar at mid landing lvl 16 12 1 12 2.35 28.20

Mid landing Beam Top main bar 20 2 1 2 4.75 9.50Top extra 20 1 2 2 1.73 3.46Bottom main 20 1 1 1 4.75 4.75Bottom extra 20 1 1 1 2.98 2.98Ties 8 22 1 22 1.2 26.40 26.40

waist slab 4Top bar at mid landing lvl 16 12 1 12 2.56 30.72Scissor bar at mid landing lvl 16 12 1 12 2.25 27.00Distribution for above at waist slab 10 4 1 4 1.55 6.20Bottom bar 16 12 1 12 5.92 71.04

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No of Bar

No of Membe

rTotal Nos


Cutting Length


over lap for above 16 12 1 12 0.8 9.60Distribution for above at landing consideredDistribution for above at waist slab 10 16 1 16 1.6 25.60 25.60Top bar of waist slab at second floor landing lvl 16 12 1 12 2.7 32.40Distribution for above at waist slab 10 10 1 10 1.55 15.50 15.50distribution at floor slab lvl 10 5 1 5 3.93 19.65 19.65scissor bar at floor landing 16 12 1 12 1.86 22.32chairs rod for stair area 12 7 1 7 1 7.00 7.00

HEAD ROOM COLUMNS, BEAMS & SLABCOLUMNColumn C1 25 10 2 20 2.7 54.00Ties outer spacing 100mm c/c 10 22 2 44 1.64 72.16 72.16Ties Inner spacing 100mm c/c 10 22 2 44 1.24 54.56 54.56

Column C2 20 10 2 20 2.7 54.00Ties outer spacing 100mm c/c 8 22 2 44 1.28 56.32 56.32Ties Inner spacing 100mm c/c 8 22 2 44 1.12 49.28 49.28Middle Hook 8 22 2 44 0.23 10.12 10.12

HB1Top main bar 12 3 2 6 4.63 27.78 27.78Bottom main bar 12 3 2 6 4.53 27.18 27.18Stirrups @ 100mm c/c 8 24 2 48 1.24 59.52 59.52Stirrups @ 200mm c/c 8 7 2 14 1.24 17.36 17.36Spacer bar 25 3 2 6 0.23 1.38

HB2Top main bar 12 2 2 4 7.8 31.20 31.20Top extra at end support 16 2 2 4 2.45 9.80Top extra at mid support with cantilever 16 2 2 4 3.8 15.20Bottom main bar 16 2 2 4 7.8 31.20Bottom extra 16 1 2 2 3.75 7.50

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No of Bar

No of Membe

rTotal Nos


Cutting Length


Stirrups @ 100mm c/c 8 47 2 94 1.24 116.56 116.56Stirrups @ 200mm c/c 8 15 2 30 1.24 37.20 37.20Spacer bar 25 5 2 10 0.23 2.30

HB3Top main bar 12 2 1 2 4.33 8.66 8.66Top main bar 16 1 1 1 4.33 4.33Bottom main bar 12 2 1 2 4.33 8.66 8.66Bottom main bar 16 1 1 1 4.33 4.33Stirrups @ 100mm c/c 8 24 1 24 0.96 23.04 23.04Stirrups @ 200mm c/c 8 7 1 7 0.96 6.72 6.72Spacer bar 25 3 1 3 0.23 0.69

HS1Short side bar @ 150mm c/c 10 43 1 43 4.1 176.30 176.30Short side extra @ 300mm c/c 10 43 2 86 1.5 129.00 129.00Distributors for above 8 8 2 16 7.065 113.04 113.04Long side bar @ 150mm c/c 10 22 1 22 7.115 156.53 156.53Long side extra @ 300mm c/c 10 22 2 44 1.33 58.52 58.52Distributors for above 8 8 2 16 4.05 64.80 64.80Chairs 10 6 1 6 1 6.00 6.00

SUB TOTAL FOR SECOND STAGE OF WORKS8.00 10 12



D WORKS AT YARDRaft for transformer plinthShort side top & bottom bar at 120mmc/c 12 78 2 156 3.38 527.28 527.28Long Side Top & bottom bar at 120mmc/c 10 28 2 56 9.48 530.88 530.88strab beam 2nosBoth Top & bottom 16 8 2 16 9.58 153.28

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No of Bar

No of Membe

rTotal Nos


Cutting Length


Top Extra at end support 16 2 2 4 2.625 10.50Top Extra at mid support 16 2 4 8 0.91 7.28Top Extra at mid support 16 2 2 4 1.48 5.92Bottom extra at end 16 2 4 8 1.55 12.40Bottom extra at miid support 16 2 6 12 1.7 20.40Ties at 150mmc/c 12 63 2 126 1.98 249.48 249.48chairs at raft 12 14 1 14 1 14.00 14.00

Column C1Main Bar 16 4 8 32 2.9 92.80Main Bar 12 4 8 32 2.9 92.80 92.80Ties at 150mmc/c 10 14 8 112 1.04 116.48 116.48Ties diagonal at 150mmc/c 10 14 8 112 1.04 116.48 116.48

Column C2Main bar 16 8 2 16 6.8 108.80Ties at 150mm c/c 10 40 2 80 1.5 120.00 120.00Ties at 150mm c/c 10 40 2 80 1.44 115.20 115.20

Grade beamB1 Main Bar at both Bottom & top 20 6 4 24 3.4 81.60Ties 8 30 4 120 1.38 165.60 165.60

B2 Main bar both bottom & top 20 4 8 32 3.4 108.80Ties 8 20 8 160 1.44 230.40 230.40Extra at Top 20 4 8 32 1.4 44.80Extra at Bottom 20 2 8 16 2 32.00

Fire WallBeam 12 8 3 24 4.9 117.60 117.60ties 8 37 3 111 1.2 133.20 133.20wall rood vertical 8 31 2 62 5.05 313.10 313.10

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No of Bar

No of Membe

rTotal Nos


Cutting Length


wall rood horizondal 8 26 2 52 4.55 236.60 236.60u bar for stability 8 4 4 16 1 16.00 16.00

Cable tyrench arround Trs Plinth

10 21 8 168 4.61 774.48 774.48

Distributor for above 200mm c/c- only for full raft 10 8 8 64 3 192.00 192.00Distributor for vertical 6m long wall 200mm c/c 8 7 8 56 6.35 355.60 355.60Distributor for verrtical 3 m long wall 8 7 8 56 3.15 176.40 176.40Raft top short bar at 150 mmc/c for length 3m 10 21 8 168 1.65 277.20 277.20Distributor for above 200mm c/c for full raft length 8 8 8 64 3 192.00 192.00Wall innerface vertical bar 8 20 16 320 1.8 576.00 576.00Distribution for above in external wall 8 8 8 64 6.15 393.60 393.60Distribution for above in external wall 8 8 8 64 3.35 214.40 214.40

Trench common corner portion for length 1.5mRaft bottom- L rod 10 10 16 160 3.55 568.00 568.00Raft top mat -L rod 10 10 16 160 2.14 342.40 342.40wall inner face vertical bar on only one side 8 8 16 128 1.8 230.40 230.40Distributors are considred already

Trench cover slabBoth top and bottom for Length 6m 10 242 2 484 1.61 779.24 779.24Distributor for both top & bottom 8 8 8 64 4.8 307.20 307.20

Trench from Yard to Controll RoomLength 6.4mbottom main- u Shape 125mm c/c 10 52 1 52 6.5 338.00 338.00distribution for above 8 34 1 34 6.74 229.16 229.16inner face main vertical bars outer 10 37 2 74 1.75 129.50 129.50distribution for above 8 8 2 16 6.74 107.84 107.84inner face main vertical bars middle 10 52 2 104 1.75 182.00 182.00 distribution for above 10 8 2 16 6.74 107.84 107.84cover slab main T & B 10 8 36 288 1.96 564.48 564.48

Raft bottom short side & wall external U shaped bar @150mm c/c for a length 3.0m

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No of Bar

No of Membe

rTotal Nos


Cutting Length


distribution ring shape for above 8 15 36 540 0.9 486.00 486.00

Incoming Cable trenchbottom main- u Shape 150mm c/c 10 31 2 62 4.75 294.50 294.50distribution for above at 200mmc/c 8 24 2 48 4.5 216.00 216.00inner face main vertical bars 175mm c/c 10 26 4 104 1.75 182.00 182.00distribution for above at 200mm c/c 8 8 4 32 4.5 144.00 144.00cover slab main T & B at 150mm c/c 10 31 4 124 1.91 236.84 236.84distribution for above at 200mm c/c 8 10 4 40 4.5 180.00 180.00

Deductions at the junction of Cable ductAt control room and yard for 3.6m widthCoth vertical bars 125 mm c/c 10 -24 2 -48 1.75 -84.00 -84.00distribution 8 -8 2 -16 3.6 -57.60 -57.60

At cable trench in transformer plinthvertical wall bar at 150mm c/c 10 -10 2 -20 1.45 -29.00 -29.00disortributor 8 -8 2 -16 3.6 -57.60 -57.60

At at cable trench Entryvertical wall bar at 150mm c/c 10 -10 4 -40 1.45 -58.00 -58.00disortributor 8 -8 4 -32 1.95 -62.40 -62.40

8.00 10 12Total length 4725.90 5796.52 1001.16

Unit Wt 0.40 0.617 0.888Wt in MT -Dia Wise 1.87 3.576 0.889

Total Wt in M.Tonne 7.642Total Steel for the project in M.Tonne 57.98

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HARINI ENTERPRISESBARBENDING SCHEDULE JOINTLY ARRIVED BY M/S. DSWE and HARINI ENTERPRISES

16 mm 20 mm 25 mm

0 0 2324.4288 2324

784

175107.00

20.0078.9526 945.34272 314.96 3699.822 5039

72.0049.8072.00

of 162

16 mm 20 mm 25 mm

52.80

48.0012.6016.6022.6048.0012.6035.20

48.0029.7023.7072.008.857.86

96.003.30

20.8079.44

20.80591.7258 945.34272 0 423.1935 664.392 5405.8296 8030

of 162

16 mm 20 mm 25 mm

10.407.24

18.8818.88

9.447.249.44

9.44565.956 0 0 467.6559 504.7792 1706.0076 3244

24.0026.16

22.9024.0026.4

72.0030.4223.7072.00

39.725.10

39.0057.30

of 162

16 mm 20 mm 25 mm

14.00

24.0039.00

48.0011.20

37.8610.8039.6016.80

22.906.605.60

32.6041.3

of 162

16 mm 20 mm 25 mm

446.034 0 94.05696 569.9414 866.4624 387.96048 2364

147.8406 0 440.51904 0 0 0 588

of 162

16 mm 20 mm 25 mm

of 162

16 mm 20 mm 25 mm

1182.867 4704.3288 0 0 0 0 5887

374.71201 0 0 0 0 0 375

660.89 679.92 1501.761.58 2.47 3.858

1.044 1.679 5.79419.822

616

17588.00

20.00 46.1518 547.30368 0 0 267.84 3051.678 3913

of 162

16 mm 20 mm 25 mm

225.4502 124.3872 433.9656 0 0 0 784

120.0030.70120.0045.0088.00111.00256.4162.00

28.00

34.3017.15

of 162

16 mm 20 mm 25 mm

72.0011.0016.40

41.713.813.8

36.4035.60

11.20

48.007.20

27.0024.0016.2426.00

13.20

28.00

19.7214.24

19.72

of 162

16 mm 20 mm 25 mm

24.0024.007.20

27.0024.0024.0031.20

24.0024.003.26

13.5024.0024.0015.60

417.0252 453.495 96.9696 253.2096 1288.112 4308.8073 6818

of 162

16 mm 20 mm 25 mm

of 162

16 mm 20 mm 25 mm

1358.7329 1879.2895 170.61144 0 0 0 3409

32.76

21.9681.72

40.5661.7627.6023.16

9.143.409.142.98

31.08

29.8291.20

of 162

16 mm 20 mm 25 mm

9.60

22.68

27.492 212.45161 0 744.023 61.1568 0 1045

16 20 25635.18 652.06 1907.85

1.58 2.47 3.8581.004 1.611 7.360

15.968

52870

70.00

of 162

16 mm 20 mm 25 mm

54.0202 646.81344 0 0 173.6 2307.084 3182

308.0052 223.00848 438.86736 0 0 0 970

120.00120.0030.70

of 162

16 mm 20 mm 25 mm

46.0065.2584.00

256.4126.00

28.00

27.7013.85

48.0036.8010.60

27.30

25.60

11.085.54

10.40

7.20

of 162

16 mm 20 mm 25 mm

27.00

16.80

26.00

3.6021.60

3.605.40

14.004.05

6.60

5.60

of 162

16 mm 20 mm 25 mm

3.1012.65

8.40

737.7257 0 440.51904 245.234 987.8584 2717.1508 5128

of 162

16 mm 20 mm 25 mm

of 162

16 mm 20 mm 25 mm

1608.0529 1599.5417 0 0 0 0 3208

24.00

33.6066.609.60

35.3738.4035.3728.20

9.503.464.752.98

30.7227.00

71.04

of 162

16 mm 20 mm 25 mm

9.60

32.40

22.3210.428 71.66455 6.216 728.8254 51.3112 0 868

54.00

54.00

1.38

9.8015.2031.207.50

of 162

16 mm 20 mm 25 mm

2.30

4.33

4.33

0.69

218.8142 402.94419 91.89024 114.3288 133.38 225.19146 1187

16 20 25692.78 543.02 1360.66

1.580 2.470 3.8581.095 1.341 5.249

14.544

153.28

of 162

16 mm 20 mm 25 mm

10.507.285.92

12.4020.40

92.80

108.80

81.60

108.80

44.8032.00

of 162

16 mm 20 mm 25 mm

432.4855 616.40768 889.03008 645.8666 662.656 0 3246

966.012 1809.8584 0 0 0 0 2776

of 162

16 mm 20 mm 25 mm

325.085 815.56294 0 0 0 0 1141

143.148 334.62378 0 0 0 0 478

16 20 25411.38 267.20 0.00

1.58 2.47 3.8580.650 0.660 0.000

7.642 66004.4747557.98

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HARINI ENTERPRISESMEASUREMENT SHEET JOINTLY ARRIVED BY M/S. DSWE and HARINI ENTERPRISES

Sl No DESCRIPTION OF ACTIVITIES NOS QTY

A SUB STRUCTURE1(a) EARTH WORK IN EXCAVATION

ALONG GRID A1 TO A7*& C1 TO C7 2 26.4 4.2 2 443.52ALONG GRID B1 TO B2 1 7.9 4 2 63.2

1.(b) EXCAVATION BELOW 2MALONG GRID A1 TO A7*& C1 TO C7 2 26.4 4.2 0.18 39.9168ALONG GRID B1 TO B2 1 7.9 4 0.18 5.688

2 RIVER SAND BEDDINGALONG GRID A & C 14 3.6 3.6 0.1 18.144ALONG GRID B1 TO B2 2 3.4 3.4 0.1 2.312

3 PCC FOR FOOTINGSii PCC ALONG GRID A & C 14 3.6 3.6 0.075 13.608

PCC ALONG GRID B1 TO B2 2 3.4 3.4 0.075 1.734

4 FOOTING i SHUTTERINGATF1 14 13.6 0.25 47.6ATF2 2 12.8 0.25 6.4

ii REBAR (from BBS sheet ) 1 2.3244

iii RCCAT F1 (RECTANGULAR) 14 3.4 3.4 0.25 40.46AT F1 (TRAPEZOIDAL) 14 2.06 28.84AT F2 (RECTANGULAR) 2 3.2 3.2 0.25 5.12AT F1 (TRAPEZOIDAL) 2 1.77 3.54

5 COLUMN UP TO PLINTH LVLSHUTTERING

i AT C1 14 3.65 1.8 91.98AT C2 2 3.65 1.46 10.658DEDUCTIONS AT GRADE LEVELAT GB3 BEAM JUNCTIONS FOR C1 -20 0.23 0.3 -1.38AT GB4 BEAM JUNCTIONS FOR C1 -6 0.23 0.45 -0.621AT GB1 BEAM JUNCTIONS FOR C1 -10 0.30 0.6 -1.8AT GB2 BEAM JUNCTIONS FOR C1 -8 0.23 0.45 -0.828AT GB1 IN CANTILEVER FOR C2 -2 0.23 0.6 -0.276

PROJECT : 33/11 KVA SUB STATION WORK NORTH CHENNAI.SITE : KOLATHURCLIENT : M/S. DRAKE & SCULL WATER & ENERGY PVT LTD.MEASUREMNT ARRIVED BY: Mr.Mohammed Nazer ( Manager Civil,DSWE) and Mr.Rajaraman (Project Engg,Harini),Mr.Anbarasan (Site Engg)CHECKED & RE-ARRIVED BY : Mr.Sivasubramanian(Engineer Civil,DSWE) and Mr.Anbarasan(Site Engg)

LENGTH IN M

WIDTH IN M

HEIGHT / DEPTH

IN M

of 162

Sl No DESCRIPTION OF ACTIVITIES NOS QTY LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

DEDUCTIONS AT PLINTH LEVELAT BEAM PB3 JUNCTIONS FOR C1 -20 0.23 0.3 -1.38AT BEAM PB2 JUNCTIONS FOR C1 & C2 -8 0.23 0.45 -0.828AT BEAM PB4 JUNCTIONS FOR C1 -6 0.23 0.45 -0.621AT BEAM PB1 JUNCTIONS FOR C1 -2 0.3 0.75 -0.45AT BEAM PB6 JUNCTIONS FOR C1 -4 0.23 0.45 -0.414

ii REBAR 1 5.0391

iii RCC COLUMNAT C1 14 3.65 0.4 0.5 10.22AT C2 2 3.65 0.23 0.5 0.84

6 GRADE BEAMi PCCAT GB-1 5 10.5 0.5 0.075 1.97AT GB-2 2 4.75 0.43 0.075 0.31AT GB-2 2 5.25 0.43 0.075 0.34AT GB-3 10 3.3 0.43 0.075 1.06AT GB-4 3 3.3 0.43 0.075 0.32

iiI REBAR 1 3.24IV SHURTTERING FOR GBEAMS

AT GB-1 10 10.5 0.6 63AT GB-2 4 4.75 0.45 8.55AT GB-2 4 5.25 0.45 9.45AT GB-3 20 3.3 0.3 19.8AT GB-4 6 3.3 0.45 8.91

v RCC AT GB-1 5 10.5 0.3 0.6 9.45AT GB-2 2 4.75 0.23 0.45 0.98AT GB-2 2 5.25 0.23 0.45 1.09AT GB-3 10 3.3 0.23 0.3 2.28AT GB-4 3 3.3 0.23 0.45 1.02GB1 FOR STAIR 2 1.5 0.3 0.6 0.54

7 BACK FILLING STAGE 1REFER EXCAVTION QTY 1 552.32 552.32DEDUCTIONS

RIVER SAND FILLING BELOW FOOTING -1 20.456 -20.456PCC BELOW FOOTING -1 15.342 -15.342RCC FOOTING -1 77.96 -77.960COLUMN -1 11.06 -11.060GARDE BEAM PCC -1 4.00 -3.997

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HEIGHT / DEPTH

IN M

7 PLINTH BEAMSHUTTERING AT PB-1 2 10.5 0.75 15.75AT PB-2 4 4.75 0.45 8.55AT PB-2 4 5.25 0.45 9.45AT PB-3 18 3.3 0.3 17.82AT PB-4 6 3.3 0.45 8.91AT PB-5 4 3.35 0.45 6.03AT PB-6 8 1.23 0.45 4.428

REBAR 2.3645RCCAT PB-1 1 10.5 0.3 0.75 2.36AT PB-2 2 4.75 0.23 0.45 0.98AT PB-2 2 5.25 0.23 0.45 1.09AT PB-3 9 3.3 0.23 0.3 2.05AT PB-4 4 3.3 0.23 0.45 1.37AT PB-5 2 3.47 0.23 0.45 0.72AT PB-6 4 1.5 0.23 0.45 0.62

8 STAIRS FROM FGL TO +1.60Mi SHUTTERINGFOR RISER WALL 4 1.5 0.2 1.20GROUND LANDING 2 1 1.75 3.50WAIST SLAB 2 3.06 1.75 10.71EDGE SIDE 2 4.06 0.15 1.22LANDING 2 3.3 1.75 11.55

ii REBAR 0.588

iii RCCRAISER WALL 2 1.5 0.15 0.2 0.09GROUND LANDING 2 1 1.77 0.15 0.53WAIST SLAB 2 3.06 1.77 0.15 1.62LANDING 2 3.3 1.77 0.15 1.75

9 BRICK WORK BELOW PLINTHAT PB1 1 10.5 0.23 1.1 2.66AT PB2 2 4.75 0.23 1.4 3.06AT PB2 2 5.25 0.23 1.4 3.38AT PB3 9 3.3 0.23 1.55 10.59AT PB4 4 3.3 0.23 1.4 4.25AT PB5 2 3.3 0.23 1.95 2.96AT PB6 2 1.5 0.23 1.95 1.35

STEPS FROM 0M LVL TO +1.5 M LVL 9 1.75 0.23 0.15 0.54

10 CABLE TRENCH 2 18.185 2 0.1 7.27

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HEIGHT / DEPTH

IN Mi RIVER SAND FILLING 2 6.5 2 0.1 2.60RIVER SAND FILLING (Middle) 1 6.5 2.1 0.1 1.37

ii PCC 2 18.185 2 0.075 5.462 6.5 2 0.075 1.951 6.5 2.1 0.075 1.02

iii SHUTTERINGSHUTTERING FOR RAFT 2 12.485 0.2 4.994

4 6.7 0.2 5.36SHUTTERING FOR WALL 2 17.785 1.65 58.6905

2 10.1 1.5 30.34 6.6425 1.5 39.8554 6.2425 1.5 37.4554 7.1 1.5 42.64 6.7 1.5 40.2

SHUTTERING FOR COVER SLAB 3 7.1 1.5 31.954 1.5 1.5 91 2 1.5 3

DEDUCTIONSJUN OF IN COMING CABLE DUCTWALL -2 1.5 1.5 -4.5Deduction of corners -4 1.9 0.15 -1.14JUNCTION OF CABLE DUCT FROM PLINTH -1 3.25 1.5 -4.875

iv REBAR 1 5.8872

v RCCAT RAFT 2 18.185 1.9 0.2 13.82

3 6.7 1.9 0.2 7.64AT WALL 2 18.185 0.2 1.65 12.00

2 10.1 0.2 1.5 6.064 6.443 0.2 1.5 7.734 6.9 0.2 1.5 8.28

COVER SLAB 3 7.1 1.9 0.15 6.074 1.7 1.9 0.15 1.941 2 1.9 0.15 0.57

2 7.1 6.243 0.1 8.87DEDUCTIONJUN OF IN COMING CABLE DUCT -2 1.5 1.5 0.2 -0.90corners -4 1.9 0.2 0.15 -0.23JUNCTION OF CABLE DUCT FROM PLINTH -1 3.25 1.5 0.2 -0.98

11 BACK FILLING STAGE 2QTY ABOVE NGL TO CONTROL ROOM 1 12.74 6.7 2.12 180.96TOILET SATIR AREA 1 3.3 10.27 2.12 71.85DEDUCTIONSGRADE BEAM GB1 -4 10.50 0.3 0.6 -7.56

RCC (FOR THE PLAN AREA OTHER THAN CABLE DUCT)- SLAB ON GRADE

of 162


HEIGHT / DEPTH

IN M

i RIVER SAND FILLING 1 12.485 6.7 0.08 6.691 10.27 3.3 0.08 2.71

ii PCC 1 12.485 6.7 0.1 8.361 10.27 3.3 0.1 3.39

iii REBAR 0.37

TOTAL(A)

B SUPER STRUCTURE UP TO FF1 COLUMN UP TO FFi REBAR 3.91ii SHUTTERING

AT C1 14 4.42 1.8 111.38AT C2 2 4.42 1.46 12.91DEDUCTIONS AT BEAM LEVELAT BEAM FB4 JUNCTIONS FOR C1 -20 0.23 0.4 -1.84AT BEAM FB5 JUNCTIONS IN C1 -4 0.23 0.6 -0.552AT BEAM FB8 JUNCTIONS IN C1 -2 0.23 0.5 -0.23AT BEAM FB1 JUNCTIONS IN C1 -10 0.4 0.75 -3AT BEAM FB2&FB3 JUNCTIONS IN C1 -8 0.23 0.6 -1.104AT BEAM FB6 JUNCTIONS FOR C1 -7 0.23 0.4 -0.644Lintel Junction -32 0.3 0.23 -2.208AT BEAM JUNCTION C2 -2 0.23 0.45 -0.207

iii RCC AT C1 14 4.42 0.4 0.5 12.38AT C2 2 4.42 0.23 0.5 1.02

2 LINTEL ,SSHADE& LATH (DROP)i SHUTTERING FOR SUN SHADE 12 1.6 0.7 13.44SHUTTERING FOR LINTEL

6 10.5 0.3 18.9022 3.3 0.3 21.78

Toilet & Battery room 4 3.3 0.3 3.964 1.9 0.3 2.28

DROP ABOVE VARANDAH 1 25.5 1 25.50

II REBAR 1 0.78

iii RCC SUN SHADE 12 1.6 0.6 0.1 1.15RCC LINTEL 1 66.8 0.23 0.3 4.61

1 3.3 0.23 0.3 0.231 3.3 0.115 0.3 0.11

TOILET FLOOR LVL BEAM 1 10.4 0.23 0.3 0.72

of 162


HEIGHT / DEPTH

IN MMID LVL 4.5" 1 3.8 0.115 0.3 0.13

DROP ABOVE VARANDAH 1 25.60 0.08 1 2.05

3 FF BEAM i REBAR 6.8176SHUTTEREINGAT FB-1 5 10.5 1.42 74.55AT FB-2 2 4.75 1.29 12.26AT FB-3 2 5.25 1.13 11.87AT FB-4 10 3.3 0.75 24.75AT FB-5 2 3.3 1.13 7.46AT FB-6 7 1.52 1.03 10.96AT FB-7 6 3.3 0.57 11.29AT FB-8 1 3.3 0.83 2.74

iii RCC AT FB-1 5 10.5 0.4 0.75 15.75AT FB-2 2 4.75 0.23 0.6 1.31AT FB-3 2 5.25 0.23 0.6 1.45AT FB-4 10 3.3 0.23 0.4 3.04AT FB-5 3 3.3 0.23 0.6 1.37AT FB-6 7 1.5 0.3 0.4 1.26AT FB-7 6 3.4 0.23 0.3 1.41AT FB-8 1 3.3 0.23 0.5 0.38

4 FF SLABi SHUTTERING FS 1 5 10.54 3.3000 173.91FS3 1 5.45 3.3000 17.99FS2 6 1.45 3.3000 28.71OUTER SIDES 2 34.20 0.1500 10.26

ii REBAR 1 3.41iii RCC

FS-1 4 10.5 3.3 0.14 19.40FS-1 1 10.5 3.385 0.14 4.98FS-2 6 3.4 1.52 0.14 4.34FB-3 1 5.385 3.385 0.15 2.73

5 STAIR FROM +1.5M TO- 5.85M LVLi SHUTTERING FOR STAIR UP TO FFMID LANDING BEAM AT +3.675M 1 3.745 0.83 3.11MID LANDING SLAB AT +3.675M 1 3.745 1.385 5.19WAIST SLABS 1 &2 2 4.05 2.03 16.44

Ii REBAR 1.05

IiI RCC

of 162


HEIGHT / DEPTH

IN MSTAIR FROM +1.5M TO- 5.85M LVLMID LANDING BEAM AT +3.675M 1 3.3 0.23 0.45 0.34MID LANDING SLAB AT +3.675M 1 3.385 1.385 0.2 0.94WAIST SLABS 1 &2 2 4.06 1.6 0.2 2.60

6 BRICK WORKS AT GFALONG GRID A&C 12 3.3 0.23 3.7 33.70ALONG GRID 1,2 2 10 0.23 3.65 16.79ALONG GRID 7 1 10.5 0.23 3.65 8.81WALL BETWEEN GRID B& C 1 3.3 0.23 3.5 2.66STEPS FROM +1.5 TO FF 14 1.72 0.25 0.145 0.87DEDUCTIONSWINDOW -W -12 1.18 0.23 1.48 -4.82VENTILATORS-V -9 1.18 0.23 0.58 -1.42VENTILATORS-V -3 0.8 0.23 0.58 -0.32DOOR D1 -3 0.9 0.23 2.1 -1.30ROLLING SHUTTER -1 2.75 0.23 4 -2.53COLLAPSABLE GATE -1 1.5 0.23 2.4 -0.83JOLLEY -1 1.2 0.23 1.2 -0.33

7 HALF BRICK WALLWALL AT GRID B 1 3.3 3.5 11.55WALL AT TOILET 2 1.9 3.5 13.30DEDUCTIONS 2 1.05 3.5 7.35DOOR D2 -2 0.9 2.1 -3.78

TOTAL(B)

C SUP STRUC. FROM FF TO ROOF1 COLUMN UP TO ROOFi REBAR 3.18ii SHUTTERING

AT C1 14 3.5 1.8 88.20AT C2 2 3.5 1.46 10.22DEDUCTIONS AT BEAM LEVELAT BEAM RB4 JUNCTIONS IN C1 -22 0.23 0.4 -2.024AT BEAM RB7 JUNCTIONS IN C1 -2 0.23 0.5 -0.23AT BEAM RB1 JUNCTIONS IN C1 -10 0.4 0.75 -3AT BEAM RB6 JUNCTIONS IN C1 -4 0.23 0.5 -0.46AT BEAM RB5 JUNCTIONS IN C1 -7 0.23 0.5 -0.805ATBEAM JUNCTION C2 -6 0.23 0.5 -0.69

iii RCC AT C1 14 3.5 0.4 0.5 9.80AT C2 2 3.5 0.23 0.5 0.81

2 LINTEL ,SSHADE& LATH (DROP)i SHUTTERING FOR SUN SHADE 8 1.6 0.7 8.96SHUTTERING FOR LINTEL 24 3.3 0.3 23.76

1 10.5 0.6 6.30

of 162


HEIGHT / DEPTH

IN M2 10 0.6 12.00

LOFT 2 18.185 0.68 24.732 9.3 0.68 12.65

DROP ABOVE VARANDAH 1 25.6 1 25.60

II REBAR 0.97

iii RCC SUN SHADE 8 1.6 0.6 0.1 0.77RCC LINTEL 12 3.3 0.23 0.3 2.73

1 10.5 0.23 0.3 0.72ABOVE 4.5" WALL 1 2.775 0.115 0.3 0.10

1 3.76 0.23 0.3 0.26LOFT 2 18.185 0.6 0.08 1.75

2 9.34 0.6 0.08 0.90DROP ABOVE VARANDAH 1 25.6 0.08 1 2.05

3 ROOF BEAMi SHUTTERINGAT RB1 5 10.5 1.62 85.05AT RB3 6 3.4 0.69 14.08AT RB4 11 3.3 0.8 29.04AT RB5 7 0.75 1.27 6.67AT RB6 2 10 0.72 14.40AT RB7 1 3.3 0.95 3.14

ii REBAR 5.13iii RCC

AT RB1 5 10.5 0.4 0.75 15.75AT RB3 6 3.4 0.23 0.3 1.41AT RB4 11 3.3 0.23 0.4 3.34AT RB5 7 1.5 0.3 0.5 1.58AT RB6 2 10 0.23 0.5 2.30AT RB7 1 3.3 0.23 0.5 0.38

4 ROOF SLABi SHUTTERING

5 10.50 3.30 173.251 5.25 3.30 17.336 1.54 3.30 30.49

OUTER SIDES 2 34.06 0.15 10.22


RSI 4 10.50 3.30 0.14 19.40RSI 1 10.50 3.39 0.14 4.98RS3 1 5.39 3.39 0.14 2.55RS2 6 1.52 3.40 0.14 4.34

5 9" BRICK WORKS AT FF

of 162


HEIGHT / DEPTH

IN MALONG GRID A&C 11 3.3 0.23 2.8 23.38ALONG GRID 1,2 2 10 0.23 2.75 12.65ALONG GRID 1,2&7 1 10.5 0.23 2.45 5.92WALL BETWEEN GRID A& C 2 3.3 0.23 2.6 3.95STEPS 11 1.73 0.25 0.145 0.69DEDUCTIONSWINDOW -W -11 1.18 0.23 1.48 -4.42VENTILATORS-V -7 0.8 0.23 0.58 -0.75DOOR D1 -2 0.9 0.23 2.1 -0.87DOOR D -2 0.9 0.23 2.1 -0.87JOLLY -1 1.2 0.23 1.2 -0.33

6 4.5"WALL AT FFWALL AT GEN TOILET 2 1.5 3.05 9.15

2 1.05 3.05 6.41WALL AT LADIES TOILET 1 1.5 3.05 4.58

2 1.15 3.05 7.02DEDUCTIONS -DOOR D2 -4 0.9 2.1 -7.56

5(a) 9' BRICK WORKS AT VARANDAH 1 25 0.23 0.9 5.18

7 STAIR CASE STRUCTUREi SHUTTERING STAIR FROM + 5.85M TO 9.04MID LANDING BEAM AT +7.445M 1 3.745 0.83 3.11MID LANDING SLAB AT +9.04M 1 3.745 1.385 5.19SMALL LANDING AT +5.85MLVL 1 1.6 0.75 1.20WAIST SLAB 3 & 4 2 3.182 2.03 12.92

ii REBAR FOR STAIR 1 0.87

iii RCC FOR STAIRSTAIR FROM + 5.85M TO 9.04MID LANDING BEAM AT +7.445M 1 3.745 0.23 0.45 0.39MID LANDING SLAB AT +9.04M 1 3.745 1.385 0.2 1.04SMALL LANDING AT +5.85MLVL 1 1.6 0.75 0.2 0.24WAIST SLAB 3&4 2 3.182 1.6 0.2 2.04

8 ROOF WORKSa. ROOF LVL RCC & head room

i SHUTTEREINGHB1 Outer side 1 3.930 0.500 1.965HB1 Inner side 3 3.470 0.360 3.748HB2 Outer side 2 7.115 0.500 7.115HB2 Inner side 2 6.425 0.360 4.626HB3 Outer side 1 3.930 0.300 1.179HB3 Inner side 1 3.470 0.160 0.555HS1 1 7.115 3.930 27.962C1 2 1.800 2.200 7.920

of 162


HEIGHT / DEPTH

IN MC2 2 1.460 2.200 6.424


COLUMN C1 AT PARAPET 8 0.90 0.40 0.50 1.44COLUMN C1 2 2.40 0.40 0.50 0.96COLUMN C2 2 2.40 0.23 0.50 0.55BEAM HB1 2 3.30 0.23 0.50 0.76BEAM HB2 2 5.87 0.23 0.50 1.35BEAM H3 1 3.3 0.23 0.3 0.23SLAB HS1 1 6.425 3.47 0.14 3.12

b BRICK WORK 9"AT PARAPET 6 3.3 0.23 0.9 4.10

1 10.5 0.23 0.9 2.171 5.25 0.23 0.9 1.09

AT HEAD ROOM 1 16.17 0.23 1.9 7.07HEAD ROOM PARAPET 1 20.9 0.23 0.3 1.44DEDUCTIONSDOOR D1 -1 0.9 0.23 1.9 -0.39WINDOW -1 1.18 0.23 1.48 -0.40JOLLY -1 1.2 0.23 1.2 -0.33

c BRICK WORKS-9" 1 25 0.23 0.9 5.18

TOTAL ( C)

D EXTERNAL FINISHING AND YARD WORKS1 EXTERNAL WORKS & YARDa EXCAVATION TRANS FTNG

EXCAVATION TRANS FTNG 1 3.9 10 2.2 85.80CABLE TRENCH 2 1.9 12.58 1.1 52.58

2 3 1.9 1.1 12.54b RIVER SAND 1 12.5 6.2 0.1 7.75c PCC 1 12.5 6.2 0.075 5.81

d SHUTTERING

1 25.22 0.25 35.963STRAP BEAM 2 19.76 0.35 35.963COLUMN 8 1.2 2.10 20.160

2 1.36 2.10 5.712BEAM B1 8 2.475 0.325 35.963BEAM B2 4 2.475 0.325 35.963SLAB 1 3.35 3.35 11.223FIRE WALL 2 4.23 4.50 35.963CABLE DUCT RAFT ALONG PLINTH 2 18 0.20 35.963

CABLE DUCT RAFT ARROUND PLINTH-WALL 2 72 1.30 35.963

TRANSFORMER FOUNDATION & FIRE WALL-BASE

of 162


HEIGHT / DEPTH

IN MCOVER SLAB 2 18 1.2 43.200DEDUCTIONSJUN OF CABLE DUCT FROM CNT. ROOM -2 3.25 1.30 -8.450

e REBAR FOR TRS. FORMER FND 2 6.0223f RCC

TRANSFORMER FOUNDATION 1 9.38 3.275 0.25 7.68STRAP BEAM 2 9.38 0.5 0.35 3.28COLUMN C1 8 0.3 0.3 2.10 1.51BELOW GROUND C2 2 0.45 0.3 1.00 0.27ABOVE GROND C2 2 0.45 0.23 1.10 0.23BEAM AT FLOOR LEVEL B1 4 2.175 0.3 0.33 0.85BEAM AT FLOOR LEVEL B2 8 2.175 0.3 0.33 1.70SLAB AT PLINT 2 3 3 0.18 3.15FIRE WALL 1 4.5 0.23 4.95 5.12CABLE DUCT AROUND PLINTHRAFT 2 12.07 1.5 0.20 7.24

4 3 1.5 0.20 3.60WALL 1 46.94 0.15 1.55 10.91

8 2.175 0.15 1.55 4.05COVER SLAB 2 12.07 1.2 0.15 4.35

4 3 1.2 0.15 2.16DEDUCTIONSJUN OF CABLE DUCT FROM CNT. ROOM -2 3.25 1.3 0.15 -1.268

2a EARTHB WORK EXCAVATION 1 6.34 4.2 1.00 26.63

b RIVER SAND 1 6.34 3.8 0.08 1.93c PCC 1 6.34 3.8 0.10 2.41d SHUTTEREING

RAFT 2 5 0.20 2.000Flight bottom 1 2 4.05 8.100Wall 6 4.8 0.90 25.920

6 1.5 1.5 13.500COVER SALB 2 5 1.5 15.000

2 1.5 1.6 4.800COVER SALB SIDE 2 5 0.30 3.000

1 3.65 0.30 1.0952 1.5 0.15 0.4501 3.65 0.15 0.548

e REBAR 1.141f RCC

RAFT 1 6.35 3.65 0.20 4.64

CABLE DUCT FROM PLINTH TO BUILDING

CABLE DUCT FROM TRANSFORMER TO BUILDING

of 162


HEIGHT / DEPTH

IN MWALL HEIGHT VARIES 2 2.34 0.2 0.65 0.61

1 2.34 0.25 0.65 0.38WALL FOR 4M 2 4 0.2 0.90 1.44

1 4 0.25 0.90 0.90BEAM 2 3.65 0.3 0.30 0.66BEAM 1 3.65 0.35 0.20 0.26COVER SLAB 1 4.85 3.65 0.30 5.31

1 1.5 3.65 0.15 0.82

3 INCOMING CABLE TRENCHa EXCAVATION 2 4.5 2.5 1.50 33.75b SAND FILLING 2 4.5 2.1 0.08 1.51c PCC 2 4.5 2.1 0.10 1.89d SHUTTERING

RAFT 2 10.9 0.20 4.36WALLL 4 4.5 1.30 23.40

4 4.5 1.15 20.70COVER 2 4.5 1.5 13.50

e REBAR 0.48f RCC

RAFT 2 4.5 1.9 0.20 3.42WALL 4 4.5 1.2 0.20 4.32COVER 2 4.5 1.9 0.15 2.57

g BACK FILLING 3RD STAGEREFER QTY OF EXCAVATION 150.92DEDUCTIONR SAND FILLING OF TRANS FDN -7.75PCC OF TRANS FDN -5.81RCC OF TRANS FDN -54.83

4 PAVING 1 66.40 1 66.405 ROAD 1 21.00 6 126.00

6 UG SUMP 12 RIVER SAND FILLING 1 4.10 2.3 0.1 0.94

a PCC 1 4.10 2.3 0.1 0.94b SHUTTERINGc FLOOR 1 12.00 0.2 2.40

WALL 1 22.80 2.1 47.88COVER SLAB 1 3.90 2.1 8.19

REBAR 22KG/SQM OF SURFACE AREA 1 44.70 22 0.98d RCC FLOOR 1 3.90 2.1 0.2 1.64e RCC WALL 1 11.40 2.1 0.15 3.59

RCC COVER SLAB 1 3.90 2.1 0.15 1.237 BOUNDARY WALL 1 80.00 80.00

of 162


HEIGHT / DEPTH

IN M10 WEATHERING COURSE & TILING 1 21.7 10.5 227.85

16 YARD OPEN AREA FILLING 4TH STAGESIZE OF THE PLTOT 1 36.5 25.03 0.7 639.52DEDUCTION FOR BLG AREA -1 22.2 11 0.7 -170.94TRANSFORMER YARD -1 12.30 6 0.7 -51.66CABLE TRENCE AREA -1 6.34 3.6 0.7 -15.98INCOMING TRENCH AREA -2 4.50 1.9 0.7 -11.97WATER TANNK -1 3.00 2.5 0.7 -5.25STAIR AREA -2 7.40 1.75 0.7 -18.13TOTAL OF (D )

E FINISHING WORKS1 PLASTERING INTERNAL

GFWALL-CONTROL ROOM 1 57.31 4.25 243.57DEDUCTIONSW -12 1.18 1.48 -20.96V -9 1.18 0.58 -6.16RS -1 2.75 4.1 -11.28D1 -2 0.9 2.1 -3.78D1 -1 1.2 2.1 -2.52Beam Surface on Wall -8 0.4 0.61 -1.95BATTERY ROOM 1 11.25 3.8 42.75GENTS TOILET 1 27.17 3.8 103.25DEDUCTIONSBath & Toilet walls -4 0.115 3.8 -1.75D1 & D2 -5 0.9 2.1 -9.45URINAL ENTRY -2 1.05 3.8 -7.98VENTILATOR -3 0.8 0.6 -1.44D1 BATTERY ROOM -1 1.2 2.1 -2.52STAIR ROOM 1 17.27 4.25 73.40DEDUCTION FOR CG -1 1.5 2.1 -3.15DEDUCTION FOR JOLLEY -1 1.2 1.2 -1.44

b FFWALL OFFICE 1 57.3 3.3 189.09DEDUCTIONSW -11 1.18 1.48 -19.21D1 -2 0.9 2.1 -3.78D -2 1.1 2.1 -4.62GENTS TOILET/BATH 2 5.1 3.3 33.66WALL URINAL/PASSAGE 1 12.4 3.3 40.92DEDUCTION FOR DOORS-D2& D1 -5 0.8 2.1 -8.40VENTILATORS -5 0.8 0.6 -2.40

LADIES TOILET 2 5.5 3.3 36.30DEDUCTION FOR DOORS-D1 -2 0.8 2 -3.20PASSAGE 1 8.32 3.3 27.46DEDUCTIONS D1 & D2 -5 0.8 2.1 -8.40

of 162


HEIGHT / DEPTH

IN MVENTILATORS -2 0.8 0.6 -0.96STAIR ROOM AT FIRST FLOOR 1 17.27 3.3 56.99DEDUCTION AT ENTRANCE -1 3.3 3.1 -10.23JOLLY -1 1.2 1.2 -1.44

c HEAD ROOMWALL 1 16.58 2.25 37.31DEDUCTION DOOR -1 0.9 2.1 -1.89WINDOW -1 1.18 1.48 -1.75JOLLY -1 1.2 1.2 -1.44

2 CEILING PLASTERINGa GF

CEILING 1 18.185 10.5 190.94FB1 BEAM DROP 4 10.5 1.2 50.40WET AREAS 1 3.385 3.015 10.21BATTERY ROOM 1 3.385 2.24 7.58STAIR MID LANDING 1 3.385 1.4 4.74WAIST 1 &2 2 1.87 4.06 15.18

VARANDAH 1 22 1.75 38.50FB6 BEAM DROP 7 1.5 0.52 5.46FB7 BEAM DROP 6 3.3 0.16 3.17

SRAIR AT 00 LVLWAIST 2 3.13847 1.5 9.42SOFFIT 2 3.385 1.5 10.16BEAM PP 5 &6 DROP 2 6.47 0.25 3.24

b FFOFFICE 1 18.18 10.5 190.89LOFT 1 55 1.2 65.96WEWT AREA 1 3.385 5 16.93VARANDAH 1 22.2 1.75 38.85RB1 BEAM DROP 4 10.5 1.2 50.40RB5 BEAM DROP 6 1.5 0.72 6.48RB3 BEAM DROP 6 3.3 0.39 7.72STAIR AREA MID LANDING 1 3.745 1.385 5.19SMALL LANDING 1 1.6 0.75 1.20WAIST SLAB 3 & 4 2 3.182 2.03 12.92HEAD ROOMCEILING 1 6.885 3.38 23.27BEAM DROP HB3 1 3.38 0.15 0.51BEAM DROP HB2 2 1.5 0.35 1.05

3 FLOORING

of 162


HEIGHT / DEPTH

IN Ma GF

CERAMIC FLOORING 1 18.185 10.5 190.94DEDUCTION FOR CABLE TRENCH

-1 14.385 1.9 -27.33-1 12.585 1.9 -23.91

Breaker Area 33KVA Side -1 2 8 -16.00Breaker Area 1KVA Side -1 0.73 7.8 -5.69GENTS TOILET-FLOORING 1 3.155 2.9 9.15BATTERY ROOM 1 3.385 2.24 7.58ACCESS STEPS & STAIR

FLOOR LANDING SLAB AT +0.00M LVL 2 3.7 1.75 12.95STEPS 20 1.75 0.46 16.10STAIR PASSAGE AT ENTRANCE 1 5.25 3.385 17.77

b FLOOR TILING GF STAIRMID LANDING AT +3.675M LVL 1 3.385 1.25 4.23STEPS 29 1.6 0.395 18.33

c FFFF-FLOORING 1 18.185 10.5 190.94GENTS TOILET-FLOORING 1 3.385 2.635 8.92LADIES TOILET 1 3.385 2.635 8.92PASSAGE AT VARANDAH 1 22.2 1.63 36.19STAIRSTEPS FROM FF TO ROOF 20 1.6 0.395 12.64SMALL LANDING AT +5.85MLVL 1 3.385 0.75 2.54MID LANDING SLAB 1 3.385 1.25 4.23LANDING AT +9.04MLVL 1 3.385 1.12 3.79

4 WALL DADOa GF

WALL TOILET/BATH 2 5.9 2.1 24.78WALL URINAL 1 4.755 2.1 9.99BATH PASSAGE 1 8.77 2.1 18.42DEDUCTION FOR DOORS-D2 -4 0.8 2.1 -6.72VENTILATORS -3 0.8 0.6 -1.44DEDUCTION FOR DOORS-D1 -1 0.8 2.1 -1.68WALL SKIRTINGSTAIR AREA 1 17.27 0.1 1.73DEDUCTION FO CG -1 1.5 0.1 -0.15CONTROLL ROOM WALL TILING 2 18.185 2.1 76.38

2 10.5 2.1 44.10DEDUCTIONWINDOW -12 1.18 1.48 -20.96DOORS -2 0.9 2.1 -3.78DOORS -1 1.2 2.1 -2.52ROLLING SHUTTER -1 2.75 2.1 -5.78

b WALL DADO FF

of 162


HEIGHT / DEPTH

IN MGENTS TOILET/BATH 2 5.1 2.1 21.42WALL URINAL/PASSAGE 1 12.4 2.1 26.04DEDUCTION FOR DOORS-D2& D1 -5 0.8 2.1 -8.40VENTILATORS -5 0.8 0.6 -2.40

LADIES TOILET 2 5.5 2.1 23.10DEDUCTION FOR DOORS-D1 -2 0.8 2 -3.20PASSAGE 1 8.32 2.1 17.47DEDUCTIONS D1 & D2 -5 0.8 2.1 -8.40VENTILATORS -2 0.8 0.6 -0.96SKIRTINGOFFICE 1 57.37 0.1 5.74DEDUCTION DOOR D -2 1.1 0.1 -0.22DOOR D1 -2 0.9 0.1 -0.18STAIR AREA 1 17.27 0.1 1.73DEDUCTION FOR ENTRANCE -1 3.3 0.1 -0.33PASSAGE 2 23.5 0.1 4.70DEDUCTIONS FOR D -2 1.1 0.1 -0.22

5 PAINTING a PAINTING INTERNAL GF

WALL RFEFER QTY FROM PLASTER 388.59DEDUCT WALL TILING -132.36CEILING 326.18

b PAINTING INTERNAL FFWALL REF QTY FROM PLASTER 354.01DEDUCT WALL TILING -75.89CEILING 421.37

6 EXTERNAL FINISHING WORKSa PLASTERING EXTERENAL WALL 1 68.2 11.14 759.75

CORNICHE AT PARAPET LVL 1 66.4 66.40AT HEAD ROOM ROOF 1 22.2 22.20COLUMN PEOJECTIONS @ SOUTH 12 0.25 10.75 32.25COLUMN PEOJECTIONS @ EAST/WEST 3 0.17 10.75 5.48WARANDAH PARAPET WALL AT FF 1 25 1.8 45.00DROPS AT FIRST FLOOR LVL 1 25 2.1 52.50COLUMN AT NORTH 12 0.25 9.3 27.90ROOF LEVEL DROP ABOVE VARANDAH 1 25.7 2.1 53.97

b SUNSHADES AT GF 8 3.4 1.2 32.64SUNSHADES AT FF 8 3.4 1.2 32.64

c HEAD ROOM PLASTERING EXTERNAL 1 18.13 2.4 43.51HEAD ROOM PARAPET 1 22.2 0.6 13.32COLUMN FACES 1 1.81 2.7 4.89PARAPET IN PASSAGE AT ROOF 2 1.5 1.9 5.70DEDUCTIONSWINDOWS -24 0.72 1.02 -17.63CG -1 1.04 1.87 -1.94RS -1 2.29 3.87 -8.86

of 162


HEIGHT / DEPTH

IN MDOORS D AT FF -2 0.64 1.87 -2.39DEDUCTION FOR STAIR ENTRY @FF -1 3.3 3.87 -12.77DOOD D AT ROOF D1 -1 0.44 1.87 -0.82JOLLY -3 0.74 0.74 -1.64FIRE WALL 1 9.25 9.5 87.88

7 PAINTING EXTERNAL 1239.96

8 SS HAND RAILSHANDRAIL AT O TO 1.5M 2 8 16.00HANDRAIL AT STAIRWAIST SLABS 1 &2 2 4.05 8.10WAIST SLAB 3&4 2 3.182 6.36

9 WATER TANK 1000 LITER 210 BATERY ROOM WALL ACID RESISTANT 1 10.25 2.1 21.5311 ELECTRICAL WORKS WITH FITTINGS 112 PLUMPING & SANITARYWERES 113 SEWAGE/ DRAINAGE WORKS 1 30.0014 SEPTIC TANK& SOAKWAY WITH COVERS 115 RAIN WATER LINE & HARVESTING 1

16 117 INSPECTION CHAMBER 318 GULLY TRAP 219 JOINERIES

a DOOR D (CW H C FLUSH DOOR) 2 1.1 2.1 4.62DOOR D1 (CW HC FLUSH DOOR) 6 0.9 2.1 11.34

b DOOR D2 (PVC DOOR) 6 0.9 2.1 11.34c ROLLING SHUTTER 1 2.75 4.05 11.14d COLLAPSIBLE GATE(MS) 1 1.5 2.1 3.15

e WINDOW(ALUMINIUM) 23 1.18 1.48 40.17VENTILATOR IN CONTROL ROOM 10 1.18 0.58 6.84VENTILATOR IN TOILETS 9 0.8 0.58 4.18WINDOW IN THE PLACE OF JOLLY 1 1.2 1.2 1.44

f GRILL WITH PAINTING W1 23 1.18 1.48 40.17WINDOW IN THE PLACE OF JOLLY 1 1.2 1.2 1.44

20 BOREWELL 1 1.0021 ACCESS LADDER MS- 4M AT ROOF 1 1.00

SUB TOTAL (E)

TOTAL

ENTRANCE GATE 6m wide+ 2M WICKED GATE

of 162


HEIGHT / DEPTH

IN MNOTE : ALL SPECIAL WORKS BOQS ARE DIRECTLY POSTED IN ABSTRACT

IMPORTED EARTH FOR FILLING =FILLING-EXCAVATION

of 162

HARINI ENTERPRISESMEASUREMENT SHEET JOINTLY ARRIVED BY M/S. DSWE and HARINI ENTERPRISES

506.72 506.72

45.6048 45.60

20.456 20.456

15.342 15.342

54 54

2.3244 2.3244

77.96 77.96

Mr.Mohammed Nazer ( Manager Civil,DSWE) and Mr.Rajaraman (Project

Mr.Sivasubramanian(Engineer Civil,DSWE) and Mr.Anbarasan(Site Engg)

SUB TOTAL EXCAVATION

IN CUM (1a)EXCAVATION IN CUM (1b)

RIVER SAND

FILLING IN CUM

PCC IN CUM

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF CUM

of 162



RIVER SAND

FILLING IN CUM

PCC IN CUM

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF CUM

94.04 94.04

5.0391 5.0391

11.06 11.06

4.00 4.00

3.24 3.24

109.71 109.71

15.36 15.36

423.510

of 162



RIVER SAND

FILLING IN CUM

PCC IN CUM

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF CUM

70.938 70.938

2.3645 2.3645

9.19 9.19

28.18 28.18

0.588 0.588

4.00 4.00

28.78

of 162



RIVER SAND

FILLING IN CUM

PCC IN CUM

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF CUM

11.24 11.24

8.43 8.43

292.8895 292.8895

5.8872 5.8872

70.87 70.87

245.25

of 162



RIVER SAND

FILLING IN CUM

PCC IN CUM

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF CUM

9.40 9.40

11.75 11.75

0.37 0.374712

506.72 45.60 41.10 39.52 649.76 19.82 188.44

3.91 3.91

114.51 114.51

13.39

85.86 85.86

0.78

of 162



RIVER SAND

FILLING IN CUM

PCC IN CUM

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF CUM

9.00

6.82 6.82

155.86 155.86

25.96

230.87 230.87

3.41 3.41

31.46

24.74 24.74

1.05 1.05

of 162



RIVER SAND

FILLING IN CUM

PCC IN CUM

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF CUM

3.88

51.28

28.42

0 0 0 0 611.8308 15.96815 0

3.18 3.18

91.21 91.21

10.61

of 162



RIVER SAND

FILLING IN CUM

PCC IN CUM

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF CUM

114.00 114.00

0.97

9.27

152.37 152.37

5.13 5.13

24.75

231.29 231.29

3.21 3.21

31.27

of 162



RIVER SAND

FILLING IN CUM

PCC IN CUM

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF CUM

39.35

19.59

5.18

22.41 22.41

0.87 0.87

3.70

of 162



RIVER SAND

FILLING IN CUM

PCC IN CUM

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF CUM

61.494 61.494

1.19 1.19

8.41

14.74

5.18

0 0 0 0 672.77195 14.542475 0

85.80 85.8052.58 52.5812.54 12.54

7.75 7.755.81 5.81

of 162



RIVER SAND

FILLING IN CUM

PCC IN CUM

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF CUM

323.58 323.58

6.02 6.02

54.83 54.83

26.63 26.631.93

2.41

74.41 74.41

1.14

of 162



RIVER SAND

FILLING IN CUM

PCC IN CUM

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF CUM

15.01 15.01

33.75 33.751.51

1.89

61.96 61.96

0.48

10.31 10.31

82.53

66.40126.00

0.940.94

58.47

0.98

6.4680.00

of 162



RIVER SAND

FILLING IN CUM

PCC IN CUM

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF CUM

227.85

365.59211.30 0.00 11.19 10.11 459.95 7.64 80.14

388.59

of 162



RIVER SAND

FILLING IN CUM

PCC IN CUM

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF CUM

354.01

348.99

421.37

of 162



RIVER SAND

FILLING IN CUM

PCC IN CUM

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF CUM

181.56

22.56

268.17

132.36

of 162



RIVER SAND

FILLING IN CUM

PCC IN CUM

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF CUM

75.89

256.22326.18

278.12421.37

of 162



RIVER SAND

FILLING IN CUM

PCC IN CUM

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF CUM

1239.96

1239.96

30.46

221.53

11

3011

132

15.96

11.3411.14

3.15

52.63

1165.00

11

0 0 0 0 0 0 0

718.02 45.60 52.29 49.63 2394.31 57.97 268.58

of 162



RIVER SAND

FILLING IN CUM

PCC IN CUM

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF CUM

398.86

of 162

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQM

INT ER. PLASTER IN SQM

CEILING PLASTER IN SQM

EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

of 162

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQM



EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

423.51003

of 162

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQM



EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

28.78

of 162

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQM



EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

245.25

of 162

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQM



EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

0.00 28.78 0.00 0.00 0.00 0.00 668.76 0.00

13.39

of 162

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQM



EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

9.00

25.96

31.46

of 162

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQM



EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

3.9

51.28

28.42

83.70665 51.28352 28.42 0 0 0 0 0

10.61

of 162

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQM



EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

9.27

24.75

31.27

of 162

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQM



EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

39.35

19.59

5.18

3.70

of 162

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQM



EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

8.41

14.74

5.18

88.010567 64.436224 19.585 0 0 0 0 0

of 162

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQM



EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

of 162

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQM



EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

82.53

of 162

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQM



EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

365.590.00 0.00 0.00 0.00 0.00 0.00 448.12 0.00

388.59

of 162

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQM



EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

354.01

348.99

421.37

of 162

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQM



EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

181.56

22.56

268.17

of 162

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQM



EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

of 162

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQM



EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

1239.96

0 0 0 742.5948 770.35253 1239.9616 0 472.28655

171.72 144.50 48.01 742.59 770.35 1239.96 1116.88 472.29

of 162

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQM



EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM