Remodeling of Inlet at RD 225750/L of BML-HB-BB-MPLC to protect agriculture land of village Pai and Barsana and avoidance of damages to channel.

Amount

Dismentelling of Reinforced cement concrete with cleaning and straigntening and cutting of bars if required. (8.6(e))

Dismentelling of brickwork, tile masonary or tile lining and tile terracing in cement(8.5(b))

Dismentelling of Plain Cement Concrete1:3:6(8.6 c)

Earthwork in excavation in foundation in cutting in all types of soil with an average lead 30 mtr

Re-handling of earth work with a combined lead upto 15 mtr. @ (586.60 – 20%) + 425% = Rs. 2463.72/100 cum

Extra for laying and watering the earth as per specifications for compaction in 25 cm. layers but excluding cost of rolling HSR item No. 6.2 (g)

Preparing watering and ramming surface for laying concretein Channels (ii) Glacis and Crest HSR item No. 10.122 (b) (ii)

Cement concrete 1:3:6 with stone aggregate 20mm nominal size in foundation and plinth(10.40)

First class brickwork laid in cement sand mortar 1:3 in foundation and plinth(11.5)

Cement concrete 1:2:4 with stoneaggregate 20 mm nominal size forreinforced concrete work for walls (10cm to20cm thickness) straight and curvedexcluding steel reinforcement but includingcentring and shuttering, laid in position,complete in all respects. (extra over item no. 10.79 to 10.94 if 1:1.5:3 mix is used, instead of 1:2:4)

Cement Concrete 1: 2:4 with stone aggregate 20mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centering and shuttering, laid in position complete in all respect. (extra over item no. 10.79 to 10.94 if 1:1.5:3 mix is used, instead of 1:2:4) HSR 10.82 + 10.95

Cement Concrete 1:1.5:3 with stone aggregate 20mm nominal size in first storey upto 4 meters above plinth level. HSR 10.6

Shuttering for faces of concrete foundation and foundation beam(9.13) [30.65+(45% of 30.65)=44.44] HSR 9.13

Fe 500 Eqr TMT steel bars for RCC works, where not included in the complete rate of RCC including in the complete rate of RCC including binding and placing in position complete (HSR 18.22)

Single Layer brick lining for irrigation channels for discharge up to 150 cusec consisting of i)10mm thick cement mortat 1:5 in sub grade. ii) 10mm thick cement plaster 1:3 over first plaster. iii) First Layer of 6.83 cm thick brick of 22.86 cm x 11.11 cm size laid in 1:3 cement mortar. B. on side slope HSR 19.32 B 50.90+600% = 356.30

Single Layer brick lining for irrigation channels for discharge up to 150 cusec consisting of i)10mm thick cement mortat 1:5 in sub grade. ii) 10mm thick cement plaster 1:3 over first plaster. iii) First Layer of 6.83 cm thick brick of 22.86 cm x 11.11 cm size laid in 1:3 cement mortar. A. bed HSR 19.3

Credit of dismentled brickwork @580/Cum

Credit of recovered Steel from dismentelled RCC @Rs 2000/Qtl