Construction of Khaspur Drain for protection of abadi and Agricultural Land of village Khaspur.

Amount

Earth work excavation in ordinary soil exclusive of compensation of earth dressed with a combined lead 30 metres including breaking of clods. HSR item No. 6.2 (b) (c) (i) and 6.3 (i)

Design mix cement concrete of grade M-15 with minimum cement contents 240 Kg./cum in foundation and plinth. (HSR 10.64 )

Shuttering for faces of concrete foundation and foundation beams (vertical or battering) (HSR 9.13)

Steel reinforcement TMT Bars FE-500 EQR/FE-500D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, handers and annealed steel wire etc. and placing in position complete in all respect for all heights/depths/storeys/basements etc. NOTE:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work excluding overlaps. Wastage, overlaps, coupling, welded joints, spacer bars, chairs, stays and annealed steel wire or other methods for binding and placing shall not be measure and cost of these items shall be deemed to be included in the rates for reinforrcement. (HSR 18.22)

Design mix cement concrete of grade M-25 with minimum cement contents 330 Kg./cum. (HSR 10.66 and A&C Slip No. 30 dated 25.10.2019

Providing & fixing PVC Rain water pipe 6 Kg Pressure of ISI mark in cement mortar during masonry work. (a) 100 MM dia PVC pipe 6 Kg. Pressure (HSR 13.89 (a)

Rehandeling of earth work (HSR Chapter 6 Note II)

Cement Concrete 1:3:6 with stone aggregrate 20mm nominal size in foundation and plinth (HSR 10.40)

1st Class brick work laid with 1:5 cement sand mortar in foundation and plinth (HSR 11.3)

12 mm thick cement plaster 1:4 (HSR 15.5)

Drilling of bore hole of 10” dia by machine including labour (NS Item)

Providing and lowering of well casting/striver/screen 200mm dia UPVC (CS & CM) 10Kg pressure/cm2 (ISI Marked). Specification as per IS 12818-2010. (N. S)

Providing and laying of well casting UPVC pipe 400mm dia (CS & CM) pipe 6Kg pressure/cm2 (ISI Marked). Specification as per IS 12818-2010. (N. S)

Providing and fixing 200mm UPVC socket 10 Kg. (ISI Marked) Specification as per IS 12818-2010. (N.S)

Jali, Rivet, brass, disco, solvent & cap. Specification as per IS 12818-2010. (N.S)

Supply, fixing of S.S. stainless steel V- wire screen 200mm dia specification as per IS 8110:2019 (N.S)

Development of bore well by machine including labour & generator

Providing and placing in horizontal layers filtering media screened washed from 3mm to 6mm and cleaned as described coarse sand and graded. (Top layer). HSR item No. 28.50 (b)

2nd layer of charcoal. N.S.

Providing and placing in horizontal / vertical layers filtering media screened washed and cleaned as described Bajri and graded. (3rd layer). HSR item No. 28.50 (c).

Providing and placing in horizontal layers filtering media screened washed and cleaned as described Bajri (coarsed). (Bottom layer). HSR item No. 28.50 (d).

To evaluate the required sub soil strata and water table in the fields soil conservation report (N.S)

Providing and fixing UPVC Reducer 16"x8" socket 10Kg (400x200mm)

Providing and fixing of six side cross tee 8" PVC (200mm)

Providing and fixing of end cap PVC 16" (400mm)

Providing and fixing of 200mm dia of UPVC pipe 10Kg pressure/CM (ISI Mark)

Providing of PVC water stoper seal.

GODARA CONSTRUCTION COMPANY

The Swami Ji Co-Op L and C Society Ltd., Jind

Krishna Construction Co