Construction of Deori (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 Deori (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 metres lead as per direction of Engineer-in-charge :Bituminous road

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres 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 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

Excavation in soil mixed with single bouldres etc. requireing the use of specials T&P, if any, 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 63mm 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 15 mm dia

80 mm dia

100 mm dia

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 Yst 210, Jointing by electric welding process with proper grade of electrodes suitable for jointing of water supply pipe lines (Ador, 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. 200 mm dia Pipe/4.8 mm

150 mm dia Pipe/4.8mm

Supply and Fixing of following sizes of sluice valves, lowering them into trenches and fixing the same on water supply line including cost of valves, specials labour T&P complete in all respect but excluding the cost of excavation and chamber. Non Rising C.I. Sluice/ Gate Valve Confirming to IS: 14846-2000 in position etc complete - PN 1.6 50 mm dia

65 mm dia

80 mm dia

100 mm dia

125 mm dia

200 mm dia

P/F Fire Hydrant Valve Confirming to IS: 5290 (Flanged in position including all material, labourer, T&P etc complete. 80 mm diameter- Total of all zones

Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm 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 20mm 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 : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Constructing masonry Chamber 90x90x100 cm inside, in 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), 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 :

Constructing masonry Chamber 120x120x100 cm inside, in 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), 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 :

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 : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Providing & Fixing Woltman type Bulk Water Meter Inline type, flange end with Integral mounted display and all necessary fittingsetc complete. 100 mm

Providing and making house service connections from water supply distribution GI pipe line up to water meter chamber inside the property using GI pipe up to 7 metre length including supply and fixing of electrofusion saddle ,brass ferrules elbow, ball valve etc complete with earthwork, road cutting with restoration works 15 mm dia

Supply of all labour, material required for restoring of existing house connection which might be damaged during excavation and also shifting all existing connection to new water supply system from existing water supply system complete as per unit estimate and directed by Engineer in-charge. 15 mm size water connections.

Earth work in excavation by mechanical means (Hydraulic excavator)/Manual means in foundation trenches or drains (not exceeding 1.50 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, with in a lead of 50 m. All kind of soil

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 up to 50 m and lift upto 1.5 m.

Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12mm diameter holes and plugging with cement mortar 1 :2(1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

Providing and laying in position cement concrete of specific grade (1:4:8) with cement, coarse sand and graded stone aggregate of 40 mm nominal size in foundation bed excluding the cost of centering and shuttering all work upot plinth level.

Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in cement mortar of cement and coarse sand in proportion of 1:6.

Providing and laying damp proof course 50 mm thick with cement, sand and 20mm nominal size of aggregate in the proportion of 1:2:4 with Damp Proof Coarse as directed by manufacturer.

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size)

Brick work with F.P.S. bricks of class designation 75 in super structure upto plinth level upto floor V level in all shape and size in cement mortar of in the proportion of 1:4.cement and coarse sand

Brick work with F.P.S. bricks of class designation 75 in super structure upto plinth level upto floor V level in all shape and size in cement mortar of in the proportion of 1:6.cement and coarse sand

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, ropping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform.

Centering and shuttering including strutting, ropping etc. and removal of form for lintals, beams, plinth beam, girders, bresumers and cantilevers.

Reinforcement for R.C.C. work using mild steel and medium/tensile steel bar including straightening, cutting, bending, placing in position and binding all complete. (1.00% of R.C.C. Work)

12 mm thick cement plaste over brick work of pump house and chlorine room in the proportion of 1:4 of cement and fine sand.

12 mm thick cement plaste over brick work of pump house and chlorine room in the proportion of 1:6 of cement and fine sand.

Providing and laying in position cement concrete of specific grade (1:3:6) with cement, coarse sand and 40 mm nominal size stone aggregate as base concrete for flooring complete.

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

Providing wood work in frame of doors, windows, clerestory windows and other frames, wrought framed and fixed in position of sal wood.

Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked black enamelled MS butt hinges with necessary screws excluding panelling which will be paid for separately. 30 mm thick sheesham wood shutter

Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete.

Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm dia. bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15 cm with 1:3:6 mix of cement, coarse sand and 20 mm nominal size aggregate.

Providing and fixing M.S.Grills of required pattern in frames fixied to oponing/wooden frames of windows with rawl plug screws etc.

Providing and fixing ISI marked oxidrsed M.S. pressed butt hinges with necessary screws/nut bolts etc. Door size 125x65s2.12 mm

Window size 100x58s1.90 mm

Providing and fixing ISI marked oxidrsed M.S. sliding door bolts with necessary screws/nut bolts etc. 300x16 mm

Providing and fixing ISI marked oxidrsed M.S.tower bolts with necessary screws/nut bolts etc. Door size 150x10 mm

Window size 100x10 mm

Providing and fixing ISI marked oxidised M.S. handles size 125 mm conforming to IS.

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

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

Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm

Applying priming coat with ready mixed pink or Grey primer of approved brand and manfacture on wood work (Hard and soft wood)

Painting wood work with Deluxe multi surface paint of required shade. Two or more coat applied @0.90 lt /10sqm over an under coat of primer @0.75 lt/10sqm of approved brand ro manufacture.

Supply of RS Joist (ISLB 300) 300 mm X 150mm & 9.40 mm thick size & 4.00 m long and fixing with 1:2:4 PCC over columns in positions. (wt. of ISLB 300 @37.70 kg/m)

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 Discrpition)

Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVCinsulated 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 metre 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 metre 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)

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, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., 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 Engineerin-charge .The elevational 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 paintand 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 of mix : 1:4 (1 cement: 4 fine sand)

Supply and applying of water based bio – degradable epoxy polymide chemical on MS flange for repairing of water leakage including all labour material and T&P etc. comp. Repair OHT column pipe joints with pipe joints, sealents upto 40 to 50 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

Supply & installation of water level Indicator (Second level) including one set of Sensor with its holdings parts, 54Mtr sensor cable armued with steel wire

Supply of Chain Pully block having capacity 3 Ton with 6 meter chain. Induff make

Supply and fixing of H.R.C. main switch 3pole with neutral link in 200amp. 440 voltage A.C.

Supply and fixing Rubber Insulation sheet 1 MtX2 Mt .x.025Mt.

Supply of Submersible pump & motor set of 500LPM, discharge at 50Mt. Head

Supply of Submersible spare pump & motor set of 500LPM, discharge at 50Mt. Head (Spare)

Supply & installation of electronic automatic voltage stabilizer with complete feature asper requirement, capacity: 25KVA Voltage range 280V-460V/ 240V

Supply of Submersible copper cable size 1x3x16 sq.mm.

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.

Display and sign board (8’ X 6’) size with Jal Jeewan mission logo (1’5’’ x 2’) as per JJM guidelines & direction of engineer-in-charge