Launching and commissioning of rope crossing for Sixty five mm dia distribution line Providing launching and commissioning of two Nos rope crossing for Fifty mm dia distribution line construction of anchor block saddle blocks for Rising Main and dist

Amount

Earth work in excavation by manual means in tranches for foundation, drains, pipes, cables etc. (Not exceeding 1.5m in width) and for shafts, wells, cess pits and the like not exceeding 10 Sqm on plan, depth upto 1.5m, including disposal of excavted earth upto 1 mtr from cutting edge, disposal earth is to be levelled and neatly dressed in: all kinds of soils 80%.

b) Ordinary rock 20%

Providing and laying in position cement conc. Of sepcified grade excluding cost of Centering & Shuttering all work up to plinth level 1:4:8 (1 Cement: 4 Coarse sand: 8 graded crused stone aggregate 40mm nominal size.

providing and laying in position cement conc. Of sepcified grade excluding cost of Centering & Shuttering all work up to plinth level 1:3:6 (1 Cement: 3 Coarse sand: 6 graded crused stone aggregate 20mm nominal size.

Supplying of stone/boulder (nallah) nominal size 225mm (stack measurement reduced by 20%),

Dumping stone excluding cost of stones. In horizontal on level.

Reinforced cement conc. Work in beams suspended floors, roofs, having slope upto 15 landing, balconies, shelves, chajjas, lintels, bands, plain window sills, staireases and spiral staircases upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 Cement: 2 coarse sand: 4 graded crushed stone aggregate 20mm nominal size)

Reinforcement for RCC works including straightening cutting, bending, placing, in position and binding all complete. Cold twisted bars.

Centering and shuttering including strutting, propping etc. and removal of form for:- a) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc

Laying and fixing of rope crossing by way of stringing of rope and providing fixing of flat iron clamps for holding of pipe including crossing of pipe in clamps, tightening of rope by chain blocks, providing and fitting of U-clamps/bolts testing etc. (Complete job)

Providing laying and fixing of rope crossing by way of stringing of rope and fixing of flat iron clamps for holding of pipe including crossing of pipe in clamps, tightening of rope by chain blocks, providing and fitting of U-clamps/bolts testing etc. (Complete job) (100mtr rope crossing each)

Dismentling of G.I.pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 metres lead a) Above 40mm nominal bore.

Laying and Fitting of G.I. Pipes complete excluding cost of pipes and earth work:- 80mm dia G.I.pipe

65mm dia G.I.pipe

50mm dia G.I.pipe

Filling available excavated earth (excluding rock) in trenches plinth sides of foundation etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and left upto 1.5mtr. (Deduct for not rolling and watering the excavated earth).

Welding of G.I. Pipe including testing of joints, carriage of welding set, cost of electrods and electric connection/Generator set complete job. (80mm dia G.I.Pipe joint)

(65mm dia G.I.Pipe joint)

(50mm dia G.I.Pipe joint)

Providing/Fixing of Check Valve/Sluice Valve in Rising Main line including cost of flanges, Nut bolts, Washer etc. and welding of flanges. (Complete job) 80mm dia

Carriage of G.I. pipe including loading and unloading stacking complete in all terrains: a) G.I Pipe average distance 1500mtr from road side stacking place to site of work by H.L

b) Sand 10Km from nearest source to road side of work by M.T. and 1500mtr (average distance) from road side to site of work by H.L.

c) Stone aggregate below 40mm nominal size 10Km from nearest source to road side of work by M.T. and 1500mtr (average distance) from road side to site of work by H.L.

d) Stone 10Km from nearest source to road side of work by M.T. and 1500mtr (average distance) from road side to site of work by H.L.

ANIRUDH GUPTA

SHIV SARAN GUPTA