Re-Construction of V.R.Bridge at RD 280 of Gudhrana Link Drain

Amount

Dismantling reinforced cement concrete with cleaning and straightening and cutting of bars if required (HSR Item NO. 8.6 E).

Dismantling brick work masonry in cement mortar (HSR Item No. 8.5 B).

Dismantling cement concrete 1:4:8 (HSR Item No. 8.6 B).

Earth Work excavation in all kind of soil with an average lead of 22.5 mtr for making road ramp.

Earth Work excavation in all kind of soils in foundation and trenches (HSR Item No. 6.6).

Re-handling of earth as per HSR Note II.

Earth work excavation in all kind of soil with lead of 495 mtr(HSR item 6.2 C)

Earth Work excavation in all kind of soil with a lead of 15 mtr.

Dry brick on edge paving sand grouted over 50 mm thick earth and mud plaster (HSR item No. 14.20)

First class brick work laid in cement stone dust (from crusher) mortar 1:7 in foundation and plinth (HSR Item 11.21)

Laying Cement Concrete 1:3:6 with stone agg. 20MM nominal size in foundation and plinth (HSR Item No. 10.40).

First class brick work laid in cement stone dust (from crusher) mortar 1:3 in foundation and plinth (HSR Item 11.25)

First class brick work laid in cement stone dust (from crusher) mortar 1:3 in first story upto 4.0 mtr above plinth level (HSR Item 11.30)

Design mix cement concrete of grade M-25 with minimum cement contents 300 Kg/cum in first storey up to 4 Mtr. Above plinth level (HSR Item No. 10.73).

Design mix cement concrete of grade M-20 with minimum cement contents 300 Kg/cum in foundation and plinth (HSR Item No. 10.65).

Cement Pointing 1:2 deep varity on brick and tile work(HSR item 15.60)

Centering and shuttering for slab culvert exceeding 3 Mtr. To 6 Mtr. (HSR Item No. 9.18 B + note No.5)

Centering and Shuttering for faces for concrete foundation and foundation beam(Vertical or battering) (HSR item 9.13)

painting two coats with ready mixed exterior paint in all shades on newely plastered or concrete surface of walls .(HSR item 16.26)

Filling expansion Joint with Bitumen filler 12mm wide(HSR item 24.34)

Weep hole in Abutment and wall along section C-C as per specifications (5’ Horizontal & 5’ Vertical).

Cold twisted deformed(: eibbed/tor steel) bars for RCC including bending, binding and placing of position complete.(HSR item 18.22)

The Swamika Cooperative Labour and Construction Society Ltd.