Protection of village pond agriculture land and abadi of village Mehrana from flood by excavating Mehrana Drain at existing alingment from RD 0 to 3900

Amount

Earth work excavation i/c all lead, lifts and all other allowances with an avg. lead of 60 mtr. Old HSR 6.2 (b) & (c)

Rehandling of earth work with an average lead of 60 mtr. Old HSR 6.2(b) (c) & Note-II

Puddling of earth work. Old HSR 6.2 (f)

Preparing watering and ramming surface for laying C.C. in Horizontal as per PWD specification and design and as per direction of engineer incharge Old HSR 10.122 (b) (i)

Cement concrete 1:3:6 with stone aggregate 20mm nominal size in foundation & plinth. Old HSR 10.40

1st class brick work in CM 1:3 in foundation & plinth. Old HSR 11.5

1st class brick work laid in cmement sand mortar 1:3 in super structure. Old HSR 11.10

Cement concrete 1:2:4 with stone aggregate 20mm nominal size in F&P. Old HSR 10.41

RCC 1:1.5:3 with stone aggregate 20mm nominal size in F&P. Old HSR 10.79+10.95 (a)

RCC 1:1.5:3 with stone aggregate 20mm nominal size in super structure. Old HSR 10.80+10.95 (a)

Centering and shuttering for faces of foundation concrete foundation beams etc.(Old HSR 9.13)

Centering and shuttering side soffits. Old HSR 9.5

Centering & shuttering for bottom slab. Old HSR 9.18(b)

Providing & fixing drainage spout

Filling expension joint with sail tax board.

Supply & fixing caution/ sign boards on both side

Earth work excavation of ordinary soil including alllead lift with an av. Lead of 30 Mtrs.

Rehandling of earth work with an average lead of 30 mtr. Old HSR 6.2(b) (c) & Note-II

Sand filling behind pucca structure as per PWD specification and design and as per direction of engineer incharge

Compaction of Earth work as per PWD specification and design and as per direction of engineer incharge Old HSR 6.2 g (i) (ii) & (v)

Laying dry brick bats. Old HSR 10.116

Supply of TMT bars for R.C.C. works I/C bending binding and placing in position (FE 500, TMT Steel bars) of TISCO, SAIL,RINL or IISCO (Old HSR 18.22)

Earth work excavation with in avg. lead of 15 Mtr.

C.C. 1:4:8 with stone aggregate 20mm nominal size in foundation & plinth. Old HSR 10.38

12 mm thick Cement Plaster 1:4 as per PWD specification and as per direction of engineer-in-charge. Old HSR 15.5

Cement concrete 1:2:4 with stone aggregate 20mm nominal size in F&P. Old HSR 10.41

Preparing watering and ramming surface for laying C.C. in glacis as per PWD specification and design and as per direction of engineer incharge Old HSR 10.122 (b) (ii)