Enhancement capacity of village Pond Bairawas

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) in all kind of soil

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. 4.14.1 All kinds of soil

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 non- 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, hoisting and fixing at or near ground level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1 :1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size).

Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter

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)

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-charge in all kinds of soil (HSR item no 4.12.1) including dressing

Satvender Kumar Contractor

Sandeep Kumar Contractor

Mahesh Kumar Contractor