L/F of pipes to habitation Jarpati Khelan and Badaran Langanbal incl. connecting of collection chamber (WSS Khelan Gujrat) under MNP.

Dismantling 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 meters lead as per direction of Engineer-in-charge : Above 40 mm nominal bore

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:

All kinds of soils

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:

All kinds of soils

Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work.

65 mm dia GI

50 mm dia GI

25 mm dia GI

20 mm dia GI

Providing and fixing of MS flanged joints (10mm thick) to G.I pipes including cutting of pipes, welding charges, cutting of flanges, bolts, nuts, washers including testing of joint and all sorts of carriages. Complete Job. 65mm dia G.I pipes/bends

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete

Above 40 mm nominal bore

Below 40 mm nominal bore

P/F of G.I pipe specials viz elbows, nipples, reducers, unions, sockets etc of reputed make incl all sorts of carriages. Complete job

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Engagement of labours for clearing of unwanted material from Collection Chamber.

Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead.

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for:

Suspended floors, roofs, landings, balconies and access platforms.

Edges of slabs and breaks in floors and walls Under 20 cm wide

12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 4 ( 1 cement : 4 fine sand)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. (Hot Rolled Deformed bar)

P/F of GI Gate Valve of ISI/Reputed make incl. all sorts of carriages 65 mm dia

P/F of GI benda incld. All carriage 65 mm dia

Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded

Carriage of material from source to dumping site at road by mechanical transport.

Below 100 mm dia GI pie Avg. 35 Km

Cement steel Avg. 15 Km

Sand and 20 mm Agg. Avg. 35 Km

Extra Carriage of matreial by manual labour incld loading, unloading and atacking Avg. 500 mtr

Below 100 mm dia GI pie

Cement steel

sand 20 mm Agg

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