WSS Kund Manjhari 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

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

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

Carriage of G.I Pipes for average 1.50 Km by HL

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 80mm 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 50mm dia

Laying Fitting of GI Pipes excluding cost of pipe and earthwork 80mm dia

Labour engaged for cutting, Bending , Rethreading of GI Pipes : Fitter

Labour engaged for locationg ,tracing of Blockages including excavation of pits : Mazdoor

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

80mm /65mm Dia Check/Valve NRV (With Cap) CI of Class 1

80mm /65mm Dia Sluice Valve CI of Class 1

Providing and Fixing of GM gate valve of approved Quality 20mm

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 of GM gate valve of approved Quality 65mm

Providing and Fixing of GM gate valve of approved Quality 80mm

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

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

Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of nserviceable material within 50 meters lead as per direction of Engineer-in-charge.

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.

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

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)

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

Extra F/Work for circular slab

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 Sand 50 KM from nallah to site of work by Mechanical Transport

Carriage of Sand 65 KM from nallah to site of work by Mechanical Transport

Carriage of Sand 55 KM from nallah to site of work by Mechanical Transport

Carriage of Stone aggregate 30 KM from crusher to site of work by Mechanical Transport

Carriage of Stone aggregate 25 KM from crusher to site of work by Mechanical Transport

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 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 cement by manual labour average distance 2.00 KM by head load

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

Mechanical Work

1. pumping station kangri (I) Providing, installation, Testing and Commissioning of Horizontal Centrifugal Pump Set 3500 GPH X 300 Mtr. Head (2NO.) as per IS reputed make Horizontal Centrifugal Pump set along with allied works. The HC pump sets should be mounted on respective base frames fabricated out of M.S channel of suitable size and duly fitted with T type foundation bolts, nuts and washers to make the pumping units vibration free. The pump and motor should be coupled through suitable coupling. The coupling faces checked for both angular and axial alignment for proper balancing of the Pump motor set, with the help of level indicators. Job includes laying of RCC foundation blocks for HC pump sets as per size of foundation plate. Construction of foundation blocks by way of excavating the trenches of required size and disposing off the excavated material to a suitable location outside the premises. Providing and Fabricating a 10mm dia steel bar mesh and fixing the base frame on the steel mesh and raising the height of block upto one feet above ground level and proper levelling/ finishing the alleviated portion of the foundation block. Fabrication of 06 nos. new Foundation bolts 3 feet height for the HCP. These foundation bolts are to be fixed in the base frame and welding/fixing it with tor steel mesh at appropriate places. Providing and laying of plain cement concrete in the ratio of 1:4:8 by using 40 mm size aggregate for a height of 150 mm with proper compaction. Providing and laying of reinforcement cement concrete in the ratio of 1:1.5:3 for a height of 1.17 mtrs. by using 20/10 mm size aggregate. The Size of RCC foundation block should be minimum 4 inches and not more than 8 inch above the floor level. The block shall be filled with rich mixture of concrete using vibrator for compaction. The entire block as one unit is to be laid in such a way that it can damp all types of mechanical vibrations created by dynamic load of pumping unit as well as to the block itself. Fixing of base frame after levelling and fastening with foundation bolts. Curing of foundation block. Providing/Fabrication/laying of suction and delivery manifolds outside pump rooms . Suction and delivery size of pipe should be of as per the design of pump. Suction lines of all the pumps should be connected to the respective Suction manifolds of size 150 mm dia. Pipe with welding work in double layer using reputed make electrodes to form strong and leak proof joints and also a sluice valve of suitable dia should be fitted between sump tank and the suction manifold using MS flanges, gaskets, nuts and bolts. Also delivery lines of all the pumps should be connected to the respective Delivery manifolds of size 150nmm dia. Pipewith welding work in double layer using reputed make electrodes to form strong and leak proof joints and also a sluice valves and reflux valve of suitable dia. should be fitted between the delivery manifold and the rising mains as per site requirements using MS flanges, gaskets, nuts and bolts. The suction and delivery manifolds should be properly supported with proper RCC anchoring to avoid any vibrations. The suction/delivery manifolds shall be properly painted by using two coats of anti-rust primer and two coats of super enamelled black paint with writing on them. Providing/Fabrication/laying of suction and delivery lines for HC pump set as per requirement by way of cutting GI Pipe 650mm dia. Providing and fitting of 80mm dia sluice valve01 No. on suction line of the pump set. Providing & fitting of 65mm dia sluice valve & reflux valve – 01No. each on delivery line of the pump set. The job includes Providing, fitting of MS Flanges, MS bends, nuts, bolts, washers etc. as per site requirement. The job also includes allied welding works in two layers to make the joints strong & leak proof. The suction and delivery line should be supported independently at appropriate locations so that s

ainst outside water being pumped. The windings shall be wet type water lubricated and provided with metal tilting thrust pad designed to take up all untoward load to most unfavourable running conditions. The upper chamber of the submersible pump shall be duly fitted with an NRV so that during stoppage of submersible pump set reverse water cannot operate the pump set in reverse rotation. The Job also includes fabrication and providing of 80 mm dia. M.S column pipes- 22 nos. -03 Meter length each piece duly welded at both ends and attached with MS flanges-02 nos. to each pipe and all the column pipes shall be properly painted by using two coats of anti-rust primer and two coats of super enamelled black paint. Providing and welding suitable M.S flanges with 04 nos. hole on each side of column pipe with proper alignment strengthening of each flange with column pipe by providing and welding of 04 nos., angular cleats at each end. Making two nos. grooves on each flange to accommodate submersible cable. The top column pipe shall be fabricated by providing one number, 12 mm thick M.S Flange of size 350 mm dia on one side so as to rest the complete connected column pipes with 01 Job 18.0 18.0 submersible pump motor set on casing pipe in tube well. The casing pipe shall be provided with a cut of for keeping a provision of submersible cable one end of the top column pipe shall be provided and welded with 80mm dia M.S bend with proper flanges with suitable no. of holes for fitment of sluice valve/reflex valve in bore well. P/F of chain block of 03 ton capacity with chain length approx. 6.5 mtrs in length along with other accessories like ceiling rope . Fabrication of two sets of M.S Clamps set suitable for column pipe with proper tempering and no slipping mechanism in bore well. The job involves fabrication of adopter Nipple/reducer nipple approx. 0.5 mtr long fabricated out of MS Pipe, of which bottom end diameter is to be reduced to the delivery of Sub. Pump and threading the Pipe for screwing into the delivery portion to the submersible pump and other end of the adopter nipple is welded with MS flange of required size fabricated out of MS Plate for fixing with the column pipe. Two number nuts of required size are to be welded on opposite size of the proper piece so that clamping bolt of the tie rod can passed through it. Fabrication of the tie rod clamping arrangement for clamping the pump and motor to the upper adopter nipple, fabricated out of 40mmx6mm MS Plate as per required size at site. The upper ends of these flat strips should be welded with full threaded bolt 12mm dia. and 10 cm long. These bolts are to be passed through the nuts welded on the adopter nipple piece, tightening of the 12 mm double nuts on both sides including cost of material and labour charges. The Job includes coupling of both pumps and motors properly checking of movement of the pump, tightening of the adopter nipples to the delivery side of both the pumps,tightening of tie rods and testing of both the pump sets in the testing pit at workshop. Shifting of the submersible pump to work site. Providing and fitting of 16 sq mm submersible cable as per site requirement after crimpling, thimbling patching, taping etc. Lowering of submersible pump set into the borewell along with the column pipes by using special tools and tackles. Making all electrical connections of Submersible Pumpset with LT control panel by proper thimbling and crimpling all cable ends and then testing and checking for specified amperage on fullload. (IV)Fabrication ,providing and fitting of MUG-30 Modular Motor control panel 02 NOS.of appropriate size fabricated out of 14 SWG sheet having required opening/vents and protection class:IP-55 & fitted with accessories as under: A) Bus bar Chamber The bus bar chamber shall be fitted at the top of the panel horizontally throughout the length. There shall be 3 No.s of phase bus bar and 1No. Neutral bus bar and 1 no. Earthing bus bar.the bus bars shall be air insulated and made up of high conductivity COOPER having size (10mtrx total length).02mtrx 0.003mtr w

Borewell