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

Rates for Construction of Paheniya (MVS) water supply scheme including supply installation & Testing of Rising main, Distribution System, FHTC work, construction of OHT & all appurtenance work etc complete under JJM

Pump house, Boundary wall & approach road work

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.

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

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, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform.

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

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

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.

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

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 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)

Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire

Over head tank work

Supply of all materials, labour, T&P etc and construction of R.C.C. O.H.T. of following capacities (in kiloliters) and 12m. staging with 1.00 m wide R.C.C. stair case from G.L. to balcony and from balcony to top dome 1m x 1m r.C.C. landing at suitable locations and railed with 3 rows of 20 mm dia G.I. (M) pipe on 65x65x5 mm angle iron posts fixed with ladder, from top to the floor inside of the tank, M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover, ventilator column etc. complete with approved water proofing (apex)/enamel paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2 and staging 12.00 meter. For 300 KL

Additional rates for staging per meter height beyond 12m for extra 8mtr.

Pipe line laying work

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)

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost).

Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.

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

100 mm dia

150 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. 150 mm dia Pipe/4.8 mm

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

100 mm dia

125 mm dia

150 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

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. Double acting air valve 50mm dia

Providing & Fixing woltman type bulk water meter inline type, flange end with integral mounted display and all necessary fitinges etc, complete 125 mm dia

150 mm dia

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 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 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 :

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

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

Electrical & mechanical work (Tubewell)

Transporation of suitable truck mounted rig machine air compressor, OP unit, camp equipage, connected T&P and necessary accessories, casing pipe,tube well assembely housing pipe etc. including loading, unloding, creation and leveling of rig machine upto site of work etc complete in all respect as per direction of Engineer in charge required for drilling and development of TW

Erection & Levelling of rig machine at site of work

Drilling of 550 mm dia bore by heavy duty direct rotary Rig machine in alluvial, boulders, pebbles, rocky stone, sticky, clay etc from ground level upto entire depth for 300 mm dia linear assembely as per instruction of Engineer-in charge.

Procurement of TW assembly as below 300 mm dia MSERW plain pipe 7.90mm thick Blind & Threded

300 dia MSERW .Slotted pipe 7.90mm thick.

300mm dia Bail Plug

300mm dia M S well cap

300mm dia M S clamp with nuts & bolts

Supply of pea gravel of size 1.6mm to 4.8mm

Srrounding of pea gravel in between bore and tube well assembly upto entire depth of tube well ordered by the department

Prepairing & Lowering of tube well assembly starting from G.L. to the required depth including cutting, welding as reqired at site complete with all T& P required Fixing of 300mm dia bail plug with nut & U - bolt

Lowering of 300mm dia MSERW housing pipe (Plain & Slotted pipe) as required

Fixing of 300mm dia, 8mm thick tube well cap

Fixing of 300mm dia, M.S.D.I housing clamp.

Dismantling of rig machine & clerance of site after satisfactory completion of work

Development of tubewell by 350 PSI/1400 CFM air compressor unit to the satisfaction of Engineering in charge to give sand free discharge and proper packing of pea Gravels at least for 70 Hrs.

Development of tubewell by the suitable submersible OP units complete with Lowering and lifting of pumping plant having 2000 LPM discharge approximate including running of OP unit and weld testing of tube well by v Notch atlest for 60 Hrs to the satisfactory completion of work.

SITC of Pumping plant

Supply of Submersible pump & motor set of 600LPM, discharge at 60Mt. Head

Supply of Submersible spare pump & motor set of 600LPM, discharge at 60Mt. Head

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

100mm dia. C.I. D/F Non Return Valves conforming to IS: 14846-2000 (kirloskar or equivalent)

Supply and fixing of Rubber Packing including all labour and T&P complete in all respect . 100mm. dia size

Supply and fixing of Nut-bolts different sizes including all labour and T&P complete in all respect .

Supply and fixing of main piping and valves of 150mm size having following items. Supply and fixing of 100mm dia x 5.6mm thick flanged column pipe in 3m length with inter-locking arrangement

Supply and fixing of 100x100x100mm dia C I flanged Tee

Supply and fixing of 100mm dia CI D\F bend

Supply and fixing of 100mm dia MS D\F pipe of 1.5M length

Supply of MS clamp 100 mm dia.

Supply of MS flanged 100 mm dia.

Supply of 100 mm round dial 0-10 kg/cm2 pressure gauge with brass cock and fitting to mount bend.

Supply and fixing Chain pulley block of 3.0Tonne capacity 4 Mt. lift spire gear tested on 4.5Ton load.

Supply and fixing Chemical earthing material for plant including earth electrode, aluminium earth strip etc as per I.E. rules.

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

Supply and fixing Rubber Insulation sheet 1Mt.x2 Mt.x .025Mt.

Supply of Liquid Chlorine required for six month maintenance

Supply of Chlorine Testing Kit

Supply of spical tools and spanners with 2 nos. chain wrinch.

Installation, Commissioning & Testing of pumping plant and all accessories.

One month trial running & 5 months maintenance including watch and ward.

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.

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

Supply, installation, Testing and Commissioning (SITC) on turnkey basis for fully automatic pump automation control panels of different capacities having intelligent unit having "FIELD PROGRAMMABLE LOGIC CONTROLLERS based, SCADA operated pump motor start, Run, control, Protect against faults automatically operated control & management system" for supervisory control and data acquisition system at pumping water supply schemes & two years free of cost A.M.C. for warranty period of following duties as per specifications sheet enclosed & suitable for integration in the existing including cartage from works of manufacturer upto site of work:-40HP

A K UPADHYAY