RCC retaining wall for Protection of Tower No.311, Stone Masonary retaining wall for Protection of Tower No. 321,330 and 331 and PCC Flooring of the Tower No. 310 of 132 KV Kangra Pathankot Line

Amount

Earth work in excavation of foundations

Cement Concrete 1:5:10 with 40mm gauge stone aggregate.

Cement Concrete 1:6:12 with 40mm gauge stone aggregate.

Cement Concrete 1:8:16 with 40mm gauge stone aggregate.

Reinforced cement concrete M-20 with cement @375/kg per cum hand mixed but excluding steel reinforcement centring and shuttering in foundation and plinth

Extra for RCC/PCC work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereof.

For 4 to 5m height

For 5 to 6m height

For 6 to 6.45m height

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete

Extra for work done in each subsequent storey above the first storey for item No. 18.17, 18.18, 18.19 and 18.34

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Centring and shuttering for faces of walls, partitions,retaining walls and the like (vertical or bartering including atta ched pillasters buttersses etc

Extra rate for shuttering work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereof.

For 4 to 5m height

For 5 to 6m height

For 4 to 5m height

Rough tooled & bastard ashlar in cement mortar (1.3) upto 6 meters above plinth level.

Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15 cm layers including ramming, watering and consolidated lead upto 1000 metres

Conglomerate floor 50mm thick cement conc. Topping 1:2:4

Providing weep holes in brick masonary plain/Reinforced concrete abutment ,wing wall/return wall with 100mm dia PVC pipe ,extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per drawing and technical specifications.,

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Extra Carriage and difference of material for coarse sand

Extra Carriage and difference of material fo fine sand

Extra Carriage and difference of material for Crusher 13. 2mm

Extra Carriage and difference of material for Crusher 11. 2mm

Extra Carriage a nd difference of material for Stone metal 40 MM

Extra Carriage and diff of material rate for Stone Rough-tooled

Extra Carriage and diff of material rate for Gravel 75 mm

Extra Carriage for Cement

Extra Carriage for Steel

Bidder Name

Amount in Words

Chechi Construction Co.

om namah shivay construction co.

NEO ENERGY SOLUTIONS

NEO ENERGY SOLUTIONS

Chechi Construction Co.