Construction Testing successful commissioning by way of laying and fitting of pipes ,Construction of 0.50 Lac gallons capacity RCC OHT Construction of Approach path Construction of Approach road to OHT Construction of Sluice Chamber Constructio

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:-

15 mm to 40 mm nominal bore

Above 40 mm nominal bore

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

100 mm dia GI Pipe

80 mm dia GI Pipe

Providing and fixing of MS flanged pipes including cost of flanges welding of flanges nuts,bolts,rubber insertion and cutting of threaded portion of the pipes etc complete.

200 mm dia MS flanged pipe

200 mm dia MS bend both side flanged

200 mm dia MS equal Tee

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

15 mm to 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).

Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe:-

150/100/80 mm dia DI Pipe

Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket.

150 mm dia D.I. pipes

100 mm dia D.I. pipes

80 mm dia D.I. pipes

Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajri and labour required:-

Bituminous portion.

Water bound macadam.

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil

Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like

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 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 : 2coarse sand : 2 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)

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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharg (All works above plinth level upto floor V level)

Extra for R.C.C./B.M.C./R.M.C. work above floor V level for each four floors or part thereof

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.

Lintel, beams, plinth beams, girders, bressumers and cantilevers.

Columns, pillars, piers, abutments, posts and struts.

Suspended floors, roofs, landings, balconies and access platforms

Spiral staircases (including landings)

Arches, domes, vaults upto 6 m span

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

Extra for Circular works:-

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

Lintel, beams, plinth beams, girders, bressumers and cantilevers.

Extra for arches, domes, vaults exceeding 6 m span

Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and de-centering at all levels, over a height of 3.5 m, for every additional height of 1 meter or part thereof (Plan area to be measured) 1 Suspended floors, roofs, landings, beams and balconies (plan area to be measured)

12mm Cement plaster finished with a floating coat of neat cement of mix:1 : 3 ( 1 cement : 3 fine sand)

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

6 mm cement plaster of mix 1 : 3 (1 cement : 3 fine sand)

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

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

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 In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete.

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:( In gratings, frames, guard bar, ladder, railings, brackets, gates and similar work)

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer

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

providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement)

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

Supply and fixing of lightening conductor complete job

Providing and fixing of 100 mm dia Sluice valve with cap complete with flanges ,nuts ,bolts,washers and insertion complete job.

100 mm dia Sluice Valve

150 mm dia Sluice valve

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 at road site by mechanical transport.

Cement & steel for avg. lead of 15 Km

Sand for avg. lead of 25 Km

20mm Aggregate for avg. lead of 15 Km

40mm Aggregate for avg. lead of 15 Km

Stone solling for avg lead of 5 Km

Disposal of Earth 5 Km

Carriage of pipe material from divisional store up to dumping site for an Avg, lead of 15 Km including ,loading ,unloading and stacking complete.

150 mm dia DI Pipe

100 mm dia DI /GI Pipe

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

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 1000mtrs.

150 mm dia DI Pipe

100 mm dia DI /GI Pipe

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

Reyaz Ahmad Dar

M/S SABEEL AHMAD MAGRAY