Construction of Ukrauli (MVS) water supply scheme including supply installation and Testing of Rising main, Distribution System, FHTC work, repairing of OHT and all appurtenance work etc complete under JJM

Rates for Construction of Ukrauli (MVS) Water Supply Scheme including, Supply Installation & testing of Rising Main, Distribution System, , FHTC work, repairing of OHT & all appurtenance work etc. complete under Jal Jeevan Mission program.

Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge :bituminous road

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 meters lead as per direction of Engineer - in -charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

Excavation in ordinary soil (loam, clay, sand) for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches.

Providing, Lowering into trenches with true to alignment. Laying & Jointing of full Length of HDPE Pipes of specified grade as per IS:4984-1995 and specifications with testing of pipe line including supply of jointing materials.(PE-100 Grade, PN-8(8.0 Kg/Cm2) Normal Pressure (PN) in 8.0 Kg/Cm2 50mm PN8

Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc.) in trenches with its cutting, threading and testing of pipe line etc complete. 15 mm dia

40 mm dia

80 mm dia

100 mm dia

Cutting the existing A.C. pressure mains of 50mm to 300mm nominal dia inserting specials or fittings, including bailing or pumping out the water cartage of the materials and returning the scraps to the store, jointing etc. complete (exclude cost of insertion pipes and specials and baling out the existing main as well as subsequent backfill (50mm-125mm)

Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yet 210, Jointing by electric welding process with proper grade of electrodes suitable for jointing of water supply pipe lines (Adore, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc. complete. 150 mm dia (4.8 mm thick)

80 mm dia

100 mm dia

150 mm dia

Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement: 4 coarse sand ) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand : 4"graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3(1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design

Constructing masonry Chamber 120x120x100 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement: 4 coarse sand ) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand : 4"graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3(1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design

Providing and making House service connection from water supply distribution pipe line etc. complete

RCC OHT Repairing work

Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservoir, sewage & water treatment plant, tunnels / subway and bridge decketc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. For vertical surface two coats @ 0.70 kg per sqm

For horizontal surface one coat @1.10 kg per sqm.

Providing & Applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterproofing polymers on interior wall plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming of cementatious waterproofing polymer(dilution with water in the ratio of 1:1) and two coats of cementatious waterproofing polymer (dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per the direction of Engineer-in-Charge.

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineering-charge .The elevation area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.

Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. On concrete work

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work

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

Supply & applying of water based bio-degradable epoxy polymide chemical on MS flange for repairing of water leakage including all labour material T&P etc. complete as per direction of Engineer-in-Charge. Repair OHT column pipe joints with pipe joints sealants up to 0 to 10 feet height

Structural steel work riveted, bolted or welded 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.

Pump House Repairing work

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, hit rave, holdfasts etc. complete and stacking within 50 meters lead : Of area 3 sq. meters and below

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 centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand).

12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece.

Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. Door chowkhats.

Window chowkhats.

Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete

Finishing walls with Acrylic Smooth exterior paint of required shade :Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm)on existing cement paint surface

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture.

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (Group B Long Description)

Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit along with 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.

Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required

Supplying and laying 25 mm X 5 mm G.I strip at 0.50 meter below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)

Fire Hydrant work

Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design

P/F fire Hydrant valve confirming to is: 5290 (flanged) in position including all material, labour T&P etc Complete 80 mm dia

Solar system based works Solar submersible pump set etc with all accessories

Providing installing, Testing and commissioning of 2 HP submersible pump (DC) and suitable SPV panel with all necessary attachments

Providing galvanized special water chamber for making of solar dual pumping system

Providing and fixing of submersible cable 3 core 2.5 sq. mm

Providing HDPE riser pipe of 6kg. Per cm squre of 32 mm dia for solar sub pump

Supply and erecting main switch/controller/water level controller including supply of all necessary witing/cabling and accessories as required.

Providing & construction of 8.00 Meter staging RCC structure for sustainable of 10000 liter HDPE waste storage Tank including all for complete.

Providing and laying rising main of 40 mm dia GI medium pipe for rising main including supply of all material, labour, T&P etc including all required excavation and connection as required.

Comprehensive maintenance contract charges of 5 years for solar dual pumping system.

Providing and placing of 10000 Ltr. HDPE water storage tank at 8 meter height on RCC structure.

Bore Well (125mm) (Zone-1 & 2)

Hiring of machinery for India Mark-II Hand pump boring work.

Construction of bore by Odex Rig machine method in soil mixed with kankar, bajri, boulder etc, including supply of 125 mm dia MS pipe and other welding work, labour, machine, strainer and development of bore etc. complete.

Supply and fixing of 32 mm dia 3 meter long GI medium pipe including socket etc. complete and fixing in cylinder and hand pump machine with proper completion of

Supply of India Mark-II Hand pump Machine Deep well with connecting rods 10 No. complete as per IS code 15500 approved by UNISEFF of set over the boreing as per instruction of the Engineer incharge including of al labour materials etc complete.

Supply and fixing of circular Precast Concrete Plate-form and CC drain (1 meter long) including making a block of size 0.76 x 0.76 x 0.40 in PCC 1:2:4 for hand pump as per type design including supply of all materials, labour T&P required for proper completion of work.

Making of sign board including fixing site of work etc. complete for solar scheme

Solar Duel Hand pump Water Supply System (Zone-1 & 2)

Providing and fixing of PTMT Bib cock of approved quality and colour 15mm nominal bore, 165mm long, weighing not less than 110 gms.

Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main 15 mm nominal bore etc. comp.

Making ferrule connection in the existing main of GI, AC, PVC or any type of pressure mains with saddle piece, service connection specials fittings and fixing of GM ferrule including tapping the main, but excluding the cost of earth work and cost of all materials,

Providing & fixing brass GM valve/wheel valve in position including all materials, labour and T&P etc comp. (40 mm)

Making Sign board as per standard specification including fixing at site of work etc. complete for solar pupming scheme.

Electrical and mechanical works

Supply and fixing of H.R.C. main switch 3 pole with neutral link in 100amp. 440 voltage A.C.

Supply and fixing of 80 mm dia x 5.6 mm thick MS ERW flanged column pipe in 3 m length with interlock in arrangement

Supply and fixing Rubber insulation sheet 1 Mt. x 2Mt. X .025Mt.

Supply of chain pulley block having capacity 3 Ton with 6 meter chain.

Supply of submersible pump and motor set of 600 LPM discharge at 50 m head

Supply and fixing of Electric type of dosing system complete with solenoid ciol actuated pulsar circuit, diaphragm & electronically pulp capable of delivery max, 4LPH at 5.5kg./cm2 pressure operated 220 Volt single phase A.C. Supply along with chemical injection device and 100 Ltrs capacity of media tank complete with accessories.

M/S Guru contractor