Constructing Water Body at village Deverkhana near km 36.820/L of outfall drain No. 8

Amount

Earthwork excavation in ordinary soil exclusive of compensative of earth depth

Earth work in excavation by machanical 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 1.5 m, HSR 4.12.1 All kinds of soil

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials HSR 4.12.1 + 4.31.1 All kinds of soil

Compaction and preparation of S/G including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications (in case of link roads earthwork to be done by villagers) HSR 17.5.3 on bank of water body

Earth Cost or compensation for earth taken from private land HSR RM079 (Credit)

Providing & Laying RCC NP3 600 mm internal dia pipe HSR 21.955

Providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, NP2 MARKED WITH IS : 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects HSR 20.62.3 300 mm dia

1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) HSR 6.1.4

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) HSR 7.21.1

1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) HSR 6.1.2

1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) HSR 6.1.6

Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade S&S pipes as per 15:8329- 2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications HSR 20.63.10 600 mm dia

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m HSR 4.16.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia

12 mm cement plaster finished with a floating coat of neat cement of mix HSR 11.11.2 1:4 (1 cement: 4 fine sand)

RCC 1:2:4 For Hodi cover (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) HSR 6.14.2

Steel reinforcement for cover of Hodi HSR 6.34.3

Providing and fixing C.I. Sluice valves (with cap) complete with bolts,nuts,rubber insertions etc. (the tail pieces if required will be paid separately) 600 mm dia. Class-I HSR Item No. 22.10.11 & 20.4.11 + 20.5.12

The Tibba Dana Sher Co op L and C Society Ltd