WSS Kalsan Hillwala Lassana under UT Capex

Pipes Works

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m inwidth) 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

Refilling of Excavated soil back into trunches

Providing and Laying / Fititng of G.I Pipes 15mm Dia

Providing and Laying / Fititng of G.I Pipes 20mm Dia

Providing and Laying / Fititng of G.I Pipes 25mm Dia

Providing and Laying / Fititng of G.I Pipes 32mm Dia

Providing and Laying / Fititng of G.I Pipes 40mm Dia

g water samples and getting tested in approved laboratory, I/C disinfection of tube well, all complete including required hire and labour charges of air compressor tools kand accessories, etc. all, as per direction of Engineer-in-charge

Providing and Laying / Fititng of G.I Pipes 50mm Dia

Providing and Laying / Fititng of G.I Pipes 65mm Dia (L)

Providing and Laying / Fititng of G.I Pipes 80mm Dia (M)

Carriage of G.I Pipes for average 1.00 Km by HL

Dismantling of GI Pipes including taking out pipe from alignment earthwork and refilling of surplus soil back to trenches-25mm dia

Dismantling of GI Pipes including taking out pipe from alignment earthwork and refilling of surplus soil back to trenches 32mm dia

Dismantling of GI Pipes including taking out pipe from alignment earthwork and refilling of surplus soil back to trenches 50mm dia

Dismantling of GI Pipes including taking out pipe from alignment earthwork and refilling of surplus soil back to trenches 40mm dia

Laying Fitting of GI Pipes excluding cost of pipe and earthwork 32mm dia

Laying Fitting of GI Pipes excluding cost of pipe and earthwork 25mm dia

Laying Fitting of GI Pipes excluding cost of pipe and earthwork 50mm dia

Welding of Joints bt Electric arc Welding including testing and commissioning of joints includes carriage if set and all other accessories including making arrangement for electric supply /arrangement for generator etc. Complete job

Making interconnection of G.I distribution branch with G.I main by providing and fixing tee, Union including cutting and threading of pipes etc, Complete 25 mm to 40 mm Dia

Making interconnection of G.I distribution branch with G.I main by providing and fixing tee, Union including cutting and threading of pipes etc, Complete 50 mm to 80 mm Dia

Laying Fitting of GI Pipes excluding cost of pipe and earthwork 40mm dia

Providing and Fixing of GM gate valve of approved Quality 25mm

Providing and Fixing of GM gate valve of approved Quality 32mm

Providing and Fixing of GM gate valve of approved Quality 40mm

Providing and Fixing of GM gate valve of approved Quality 50mm

Providing and Fixing brass ferule with C.I Mouth cover including buring and tapping the main

Providing and Fixing of brass bib cock approved Quality

Civil Work

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m inwidth) 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

Fill available excavated earth (excluding rock)in trenches , Plinths, sides of foundation etc. Layers not exceeding 20 cm in depth, consolidating each deposited layer excluding ramming and watering lead up to 50 m and lift up to 1.5 M

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work up to plinth level 1:4:8 (1 cement: 4 Coarse sand: 8 graded stone Agg. 40 mm nominal size) Crushed

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work up to plinth level 1:3:6 (1 cement: 3 Coarse sand: 6 graded stone Agg. 40 mm nominal size) Crushed

80mm Dia Check/Valve NRV (With Cap) CI of Class 1

Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement lime mortar 1:1:6 ( 1 cement : 1 lime putty : 6fine sand) Cement mortar 1:6 ( 1 cement : 6 coarse sand)

Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level

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 inrecommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improveworkability without impairing strength and durability as per direction of Engineer-in-charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used asper design mix is contentconsidered payable or recoverable separately.1 All works upto plinth level

Providing and laying in position machine batched and machine mixed design mix M-25grade cement concrete for reinforced cement concrete work, using cement content as perapproved design mix, including pumping of concrete to site of laying but excluding thecost of centering, shuttering, finishing andreinforcement, including admixtures inrecommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improveworkability without impairing strength and durability as per direction of Engineer-in-charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used asper design mix is content considered payable or recoverable separately.

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 androofs having slope more than 15° upto floor five level level including curing but excludingthe cost of centering, shuttering finishing and reinforcement with: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 butexcluding the cost of centring and shuttering. All work upto plinth level with1:2:4 (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 leveCold twisted bars

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

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.

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

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platforms

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

Centering and shuttering including strutting, propping etc. and removal of form for:Lintel, beams, plinth beams, girders, bressumers and cantilevers.

Edges of slabs

Extra F/Work for Foundation footing

Extra F/Work for Foundation Wall

Extra F/Work for Foundation Beam

15mm Cement plaster on the rough side of single or half brick wall of mix:1 : 4 ( 1 cement : 4 fine sand)

Extra for Plaster in Circular Work

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate

Making plinth protection 50mm thick of cement concrete 1:3:6 ( 1: Cement 3 : coarse sand : 6 graded stone agg. 20mm nominal size ) over 75 mm bed of dry brick blast 50 mm thick with 20mm nominal size stone aggregate

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 approvedsteel primer. Using M.S. angles 40x40x6mm for diagonal braces

Finishing walls with acrylic smooth exterior paint of required shade on New work (Two or more coats applied @ 1.67 liter/10sqm over andincluding priming coat of exterior primer applied @ 2.20kg/10sqm)

Extra for water proofing material 01kg per 50kg cement is = 115 bags @ 57.90 per kg

Supplying and applying bituminous solution primer on roof and or wall surface at 0.24 litre per sqm

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

Providing and fitting concealed intemal Electnfication of room including 4 Nos LED lights, Fan points 2 No, Fuse box 1 No., 2 no 15 Amp sockets with switch, 5 Amp 2 no. sockets with switch - of approved brand and 04 nos LED security ights 30 watts, Main switch with complete wiring, with MS bracket for pole mounting complete including service line up to a length of 10 meters.

Providing and fixing S.CI.I & S 100 mm dia bend 4 no @265.0 /No . Providing and fixing 100 mm Slotted cowl ( Terminal Guard) S.C.I .S & S 4 No @ 264.0/No

Carriage of Brick 240 KM from source to site of work by Mechanical Transport

Carriage of cement by manual labour average distance 1.50 KM by head load

Carriage of steel by manual labour average distance 1.50 KM by head load

Carriage of sand/stone aggregate by manual labour average distance 1.50 Km by Head Load

Carriage of Sand and stone aggregate 30 KM from crusher to site of work by Mechanical Transport

Carriage of Brick by manual labour average distance 1.50 Km by Head Load

Mechanical Work

Carriage of stone by manual labour average distance 1.0Km by Head Load

Borewell

Setting Up of drilling site by way of shifting of requisite machinery and allied material after making proper approaches as per requirement at site

Boring/drilling 200mm dia. Bore Well, 120 meter below ground level or till sufficient aquifer Zone/discharge is encountered, by using ODEX Method of diling and simultaneously driving of 200 mm dia. ERW casing pipe after providing fixing of casing drive shoe with first 200mm kia, ERW casing pipe, complete, as per S: 2800 (part 1), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire and running charges of all equipment tools plants and machineries required fOr the job, all complete as per direction of Engineer-in-charge, (ERW casing pipe shall be paid separately)

Cost of MS pipe assembly (including welding), lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel beveled ended 200mm dia. casing pipes, conforming to IS: 4270 of reputed and approved make, including painted with outside surface with two coats, of anti-corrosive paint of approved brand and manufacture including required hire and labour charges, fiting and accessories, all complete for all depths, as per direction of Engineer- in-charge. Detail of specification of pipe is reflected at Annexure "A" The cost includes transportation, loading, nloading and stacking/handling at site all complete.

Development to tube well in accordance with IS: 2800 (part 1) and IS: 11189 to establish maximum rate of usable water yield without sand content (beyond permissible limit) with required capacity air compressor, running the compressor for required time ill Well is fully developed measuring vield of well by "notch method or any other approved method, measuring static level & draw down etc. by step draw down method collectin