Enhancement capacity of village Pond Nihalawas

Amount

Excavating trenches of required width for pipes, cables etc includingexcavation of sockets, dressing of sides, ramming of bottom, depth up to 1.5 m, includinggetting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm indepth,includingconsolidating each depositing layer by ramming, watering etc.and disposing of surplus excavated soil as directed within a lead of 50 m 16.1.2Pipes cables etc.exceeding 80 mm dia. But not exceeding 300 mm dia 4.17Extra for excavating trenches for pipes, cables etc.in all kind of soil for depth exceeding 1.5 m, but not exceeding 3.0 m (Rate is over corresponding basic item for depth up to 1.5 metre) (HSR item No. (4.16.1.2+4.17)

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m..1 All kinds of soil (HSR item No. 4.14.1)

1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) (HSR item No. 6.1.6)

1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) (HSR item No. 6.1.4)

Brick Work with common brunt clay modular bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:4 (1cement :4 Coarse sand) (HSR item No. 7.21.1)

Providing and laying of brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks in cement mortar 1:4 (HSR item No. 10.33.1)

12 mm cement plaster of mix 1:4 (HSR item No. 11.5.3)

Providing, lowering, laying, cutting and jointing with rubber rings marked with IS:5382 and testing SPIGOT and socketted300mm RCC NP2 complete in all respect (HSR item No. 20.62.3)

Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1 :3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1:1½ :3 (1 Cement: 1½ coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size). (HSR item No. 6.39.1)

Steel reinforcement for RCC work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. (Cold Twisted Bars) (HSR item No. 6.34.3)