Construction of Bhanguri Disty. with single Brick lining from RD 4M 0F to 9M 7F.

Amount

Earth work in excavation in foundations, trenches, etc. in all kinds of soils not exeeding 2 meters depth including dressing of bottom and sides of trenches stacking the excavated soil clear from the edge of excavation and subsquent filling around masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 30 meters. (HSR 6.6)

Earth work for filling with a combined lead upto 495 mtr including undressed and breaking of clouds inclusive of all other allowances. (HSR 6.2b(I ii & iii)

Earth work for lip - cutting for lining of irrigation channels inclusive of all allowances lead and dressing. ( HSR 19.23 b)

Extra for lalying earth as per specifications for compaction in 25cm layers and dressing but excluding cost of rolling extra of watering the earth laid in 25 layers as per specification (HSR 6.2 (f) ( I & ii )

Single layer brick lining in sides sloes (HSR 19.30)

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

Dressing side slopes and preparation of sub-grade for lining. (HSR 19.2)

Providing and fixing pipe outlet. (N.S.)

Dismantling reinforced cement concrete with cleaning and straightening and cutting of bars if required. (HSR item 8.6 e)

Dismantling brick work masonry in cement mortar. (HSR item 8.5 b )

Rehandling of Earth work complete as per PWD specification. (HSR item 8.5 b)

Earth work excavation in all kind of soil with a average lead of 480 mtr.

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

Dry brick on edge paving sand grouted over 50mm thick earth and mud plaster. (HSR item 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 aggregate 20mm nominal size in foundation and plinth. (HSR item 10.40)

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

Cement concrete 1:2:4 with stone aggregate 20mm nominal size in first storey upto 4 meters above plinth level. (HSR item 10.59)

Cement pointing 1:2 deep varity on brick and Tile work. (HSR item 15.60)

Centering and shuttering for slab exceeding 3m to 6m span. (HSR item 9.18 b)

Shuttering for bed plate and coaping. (HSR item 9.15)

Shuttering for faces of walls, partitions retaining walls, well steining and the like (vertical of battering) including attached pilasters butteresses etc. (HSR item 9.6)

Providing and fixing premoulded bituminous joint filler for expantion joints including the cost of sealing compound and primer coat 25mm wide. (HSR item 24.35)

Painting two coats with ready-mixed exterior paint in all shades on newly plastered or concrete surfaces of walls. (HSR item 16.26)

Laying Cement concrete 1:2:4 (HSR item 10.41)

Cold twisted deformed (ribbed / tor steel) bars for R.C.C. works where not included in the complete rate of R.C.C including bending binding and placing in position complete. (HSR item 18.22)