rccbndrywall (2)

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Construction of RCC boundary wall at coal depot (Balance portion)(Estimate for 10m length of wall.)

Description of Items. Quantity. Unit Rate Amount. Ref. Of SOR

Rs. P Rs. P CPWD '2007 Rs. P Rs. P

1 1.50 Cum. 103.40 155.10 P-65/ Item.2.8.1 75.00 112.50

2 0.15 Cum. 2791.05 418.66 P-79/ Item.4.1.5 3000.00 450.00

3 0.50 Cum. 3359.60 1679.80 P-88/ Item.5.1.3 3500.00 1750.00

4 RCC work (1:2:4) in beam with 20 dn. Stone chips. 0.45 Cum. 3673.85 1653.23 P-88/ Item.5.3 3800.00 1710.00

5 RCC work (1:2:4) in column 0.65 Cum. 3720.00 2418.00 P-88/ Item.5.2.3 3900.00 2535.00

6 RCC work (1:2:4) in wall 3.20 Cum. 3720.00 11904.00 P-88/ Item.5.2.3 3900.00 12480.00

7 Bending,binding,placing reinforcement for RCc using……..

(a) Cold twisted bars. 192.00 kg. 42.70 8198.40 P-92/ Item.5.22.4 55.00 10560.00

(b) Mild steel. 85.00 kg. 41.50 3527.50 P-92/ Item.5.22.1 55.00 4675.00

8

(a) Beam. 4.00 Sqm. 162.65 650.60 P-89/ Item.5.9.5 162.65 650.60

(b) Column. 6.25 Sqm. 238.40 1490.00 P-89/ Item.5.9.6 238.40 1490.00

(c ) Wall. 42.00 Sqm. 180.40 7576.80 P-89/ Item.5.9.2 180.40 7576.80

9 2 coats colour wash over a base coat of white wash 52.00 Sqm. 9.30 483.60 P-204/ Item.13.39.1 7.00 364.00

10 6 mm plaster with cement mortar 1:3 52.00 Sqm. 62.15 3231.80 P-202/ Item.13.16 62.15 3231.80

WBPWD-'200711 Brick flat soling with picked jhama bricks (Kiln burnt) 4.10 Sqm. 99.00 405.90 P-246/ Item.1a 150.00 615.00

Total for 10 metre length. Rs. 43793.39 Rs. 48200.70

SL NO.

Updated Rates

Up dated Amount.

Earth work in excavation in foundation trenches in all kinds of soil.

Cement concrete(1:3:6) in foundation with 20 dn. Stone chips.

RCC work (1:2:4) in footing & base of column with 20 dn. Stone chips.

Centering,shuttering including propping and removal of form work for ……..

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CPWD -200712 Steel work in welded built up section in gates. 250 kg 51.2 12800.00 P-166/ Item.10.25.2 60.00 15000.00

Description

43793.39 48200.70459830.60 506107.35

Cost Of Gate 12800.00 15000.00Total. 516423.99 569308.05

Sr.Overseer ( Civil).

Estimated Cost

Updated Cost

Cost of 10m length of wall Cost of 105 m length of wall

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Construction of RCC boundary wall at coal depot (Balance portion)

SL NO. Description of Items. No. Length. Breadth. Depth. Quantity.

1 Earth work in excavation in foundation in hard soil.Column. 4 0.675 0.675 0.675 1.230Beam. 4 1.825 0.250 0.150 0.274

1.504 Cum.Say. 1.5 Cum.

2 Cement concrete (1:3:6) in foundation (20dn stone)Column. 4 0.675 0.675 0.075 0.137

Say. 0.15 Cum.

3 RCC work (1:2:4) in footings, base of Column. 4 0.675 0.675 0.150 0.273Bottom Area. = 0.675x0.675=0.456 4 0.2585 0.225 0.233Top Area.= 0.25 x 0.25 = 0.062 0.500 Cum.AV. Area. (0.675x0.675+0.25x0.25)/2 = 0.2585

4 RCC work (1:2:4) in beam with 20 dn. Stone chips 4 2.250 0.250 0.200 0.450 Cum.

5 RCC work (1:2:4) in column I/e camant plaster (1:3 4 0.250 0.250 2.525 0.631Say. 0.65 Cum.

6 RCC work (1:2:4) in wall I/e camant plaster (1:3)Wall. 4 2.250 0.150 2.250 3.037

8 2.250 0.075 0.075 0.1013.139

7 Reinforcement for RCC work. Say. 3.2 Cum.(a) Deformed steel

Bottom mesh @ 125 mm c/c=4x6x2=48 48 0.625 30.000 mWall verticle rods @ 100 mm c/c=4x23=92 92 2.400 220.800 mWall Spring @150 mm c/c=4x16=64 64 0.200 12.800 m

263.600 m8 mm dia @ 0.39 kg/m. 102.80 kg.

Column verticle rods.=4x4=16 16 3.200 51.200 mBeam Bottom rods. 1 10.000 10.000 m

61.200 m12 mm dia @ 0.89 kg/m 54.47

Beam 4 10.00 40.00 m10 mm dia @ 0.62 kg/m. 24.80 kg.

Total. 182.072 kg.Add for laps @ 5% 9.104 kg.Grand Total. 191.176 kg.

Say. 192 kg.

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Construction of RCC boundary wall at coal depot (Balance portion) Contd…

(b) Mild steel.Lateral ties for Column.@ 150 mm c/c = 4x20=80 80 0.850 68.000 mStirrups for beam @ 150 mm c/c =4x16=64 64 0.750 48.000 mDistribution steel for wall @ 100 mm c/c 23 10.000 230.000 mDistribution steel for wall spring @ 100 mm c/c 2 10.000 20.000 m

366.000 m6 mm dia @ 0.22 kg/m 80.520 kg.Add for laps @ 5% 4.026 kg.Grand Total. 84.546 kg.

Say. 85 kg.

8 Centering ,shuttering I/e propping & removal.(a) Beam. 2 10.000 0.200 4.000 Sqm.

(b) Column. 8 2.250 0.250 4.500 Sqm.16 2.175 0.050 1.740 Sqm.

6.240 Sqm.Say. 6.250 Sqm.

(c ) Wall. 8 2.250 2.250 40.500 Sqm.Spring bottom. 8 2.250 0.050 0.900 Sqm.

41.400 Sqm.Say. 42.00 Sqm.

9 Colour washing two coats overa coat of white wash.Wall. 2 10.000 2.250 45.000 Sqm.Wall Top. 1 10.000 0.250 2.500 Sqm.Pillar Offset. 16 2.175 0.075 2.610 Sqm.Spring Offset. 8 2.250 0.075 1.350 Sqm.

51.460 Sqm.Say. 52.00 Sqm.

10 6 mm plaster 1:3 in cement mortar Same as item No-9 52.00 Sqm.

11 Single brick flat soling with picked jhama bricks.Column foundation. 4 0.6750 0.6750 1.8225 Sqm.Beam bottom. 4 2.2500 0.2500 2.2500 Sqm.

4.0725 Sqm.Say 4.1 Sqm.

rccbndrywall (2)

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