Construction of Sluice chamber, Construction of chain-link fencing around structures, Construction of paths and levelling of premises, Construction of approach road and Stabilization of old pipe network for water supply scheme Chackpath (under NABAR

Amount

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 soil

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge:-

All kinds of soil

Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material :

All kinds of soil

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:-

upto 40 mm nominal bore

Above 40 mm nominal bore

Providing and fixing of MS flanges to the salvaged pipes including cost of flanges /welding of flanges/ nuts/ bolts/ rubber insertion and cutting of threaded portion of the pipes carriage etc complete:-

100 mm dia GI Pipe

80 mm dia GI Pipe

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

65 mm dia GI Pipe

50 mm dia GI Pipe

40 mm dia GI Pipe

25 mm dia GI Pipe

20 mm dia GI Pipe

Rethreading of damaged ends of pipe including all carriage:-

Above 40 mm nominal bore

upto 40 mm nominal bore

Provision for pipe specials if not supplied departmently(to be paid as per actual/ as per voucher dully verified by AEE concern).

Providing and laying of stone boulders tightly hand picked on horizontal levels

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::1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

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)

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement:1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

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\ 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:

Foundations, footings, bases of columns etc. for mass concrete.

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Suspended floors, roofs, landings, balconies and access platforms

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

12mm Cement plaster of mix 1 : 6 ( 1 cement : 6 fine sand)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level

Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required:(2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar work)

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in?charge. Made of G.I. wire of dia 4 mm

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

Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters

Supplying and stacking at site Graded crushed stone aggregate:-

size 90 mm to 45 mm

63mm to 45mm

53mm to 22.4 mm

Supplying and stacking of stone screening/ chipping at site:-

Supply and stacking of stone dust/Moorum at site:-

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate, watering andcompacting to the required density.

Carriage of material from sourse to dumping site by mechanical transport.

Cement & steel for avg. lead of 16 Km

Sand for avg. lead of 30 Km

20mm Aggregate for avg. lead of 15 Km

40mm Aggregate for avg. lead of 15 Km

Stone solling for avg lead of 10 Km

Carriage of material by manual labour from road site upto actual site of work . for avg. lead of 100 mtrs:-

Cement

Steel

Sand & 20 mm Aggregate

40 mm Aggregate

Stone solling

Carriage of pipes material from dumping site upto actual site of work by manual labour for avg lead of 300mtrs:-

100 mm dia GI Pipe

80/65/50/40/25/20 mm dia GI Pipe

M/S Rafiq Ahmad Zargar

KHURSHID AHMAD WANI

M/S MOHD RAMZAN BEIGH

SYED KHURSHEED AHMAD

GHULAM MOHAMMAD SEH

FAROOQ AHMAD WANI