Construction of Gaujajali Uttar Water Supply Scheme in Block Haldwani Distt Nainital including Five-year Operation Maintenance and Management on pre defined Performance standards

Amount

CIVIL WORK

Providing of all materials, Carting from site of work, lowering into trenches with true to alignment, Laying & Jointing of full length S&S centrifugally cast (spun) ductile iron pipes (conforming to IS code: 8329), including supply of 'EPDM' rubber gaskets confirming to IS code: 5382-1985. Proper testing, commisioning and in all respects with the satisfaction of Engineer-in-charge. - For Rising Main (D.I., K-7)

Providing of all materials, Carting from site of work, lowering into trenches with true to alignment, Laying & Jointing of full length S&S centrifugally cast (spun) ductile iron pipes (conforming to IS code: 8329), including supply of 'EPDM' rubber gaskets confirming to IS code: 5382-1985. Proper testing, commisioning and in all respects with the satisfaction of Engineer-in-charge. - For Distribution System (D.I., K-7)

Providing, laying & jointing D.I. specials of class K-12 suitable for push-on jointing (conforming IS code: 9523-2000), including supply of 'EPDM' rubber gaskets confirming to IS code: 5382-1985 and, etc. complete in all respects with the satisfaction of Engineer-in-charge

Providing of all material, Carting from site of work, Lowering into trenches with true to alignment, Laying & Jointing with electrofusion specials of full lenghts of HDPE Pipes of specified grade as per IS code:4984-1995 & specifications (including supply of jointing materials) and Proper testing, commisioning & in all respects with the satisfaction of Engineer-in-charge. - For Distribution System (HDPE, PE-100 & PN-6)

Excavating in soil mixed with single boulders etc. requiring the use of specials T&P, if any, for pipe line trenches including lift up to 50m and lead upto 30m with back filling, watering, ramming of excavated earth in the trenches complete in all respects with the satisfaction of Engineer-in-charge.

Supply and filling in trench of HDPE pipe line with sand around the pipe, including ramming, consolidating & dressing complete in all respects with the satisfaction of Engineer-in-charge.

Making connection for consumers to the connecting main including necessary excavation, drilling hole to the main pipe line, providing and fixing saddle, required size brass ferrule, stop cock, bends, adapters, unions etc. with providing and laying required size G.I. pipe from connecting main up to the consumer house, giving satisfactory water tightness test for the complete assembly etc. complete in all respects with the satisfaction of Engineer-in-charge. - up to 25mm size.

Providing Multijet water meter with RF/LORA wireless module for Walkway/Fixed AMR , dry dial, vacuum sealed, leak proof, suitable for 50 dgree C temperature, duly sealed against tampering, complete with couplings on both ends conforming to class -B as per ISO-4064, along with manufacturers test and guarantee certificate.

15 mm dia. (for domestic)

25 mm dia. (for commercial)

Necessary excavation, refilling, Inserting and fixing domestic water meters with meter box, including all necessary material, giving satisfactory water tightness test for the complete assembly etc. complete as directed by engineer-in-charge - up to 25mm size.complete in all respects with the satisfaction of Engineer-in-charge.

Supply Handled / Fixed Device (for data receiving from RF/LORA wireless Module & data uploading to computer) and along with manufacturers test and guarantee certificate.

Supply of bulk water meter (Ultrasonic Water flow meters with battery operated) with vacuum sealed, leak proof, suitable for 50 dgree C temperature, duly sealed against tampering, complete with Liner - Rubber; Connection - Flange; Display - Flow rate + Totalizer , etc., along with manufacturers test and guarantee certificate.

Providing, fixing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523. (including all jointing materials like flanged socket, flanged spigot, rubber gaskets, nut bolt, etc.) and satisfactory water tightness test for the complete assembly etc. complete in all respects with the satisfaction of Engineer-in-charge.

Supply and instalation of MDMS (Meter data management Software) for record the meter reading, notification in meter probllem, billing, reports, data history management, etc. of whole water supply scheme, complete in all respects with the satisfaction of Engineer-in-charge.

Constructing masonry Chamber 150x150x150 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, as per type design and drawing complete in all respects with the satisfaction of Engineer-in-charge. : - With F.P.S. bricks

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, as per type design and drawing complete in all respects with the satisfaction of Engineer-in-charge. : - With F.P.S. bricks

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, as per type design and drawing complete in all respects with the satisfaction of Engineer-in-charge. : - With F.P.S. bricks

Supplying and Fixing of Fire Hydrant 80 mm dia Confirming to IS: 5290(Flanged) including Construction of masonry Chamber 90x90x100 cm as per type design and drawing complete in all respects with the satisfaction of Engineer-in-charge.

Constructing R.C.C. Chamber 100x100x100 cm, inside, with RCC top slab 1:1.5:3 mix (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) and necessary excavation foundation concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size). including all material, specials, labour, T&P, as per type design and drawing complete in all respects with the satisfaction of Engineer-in-charge. : - With F.P.S. bricks (For Pressure Meter)

SITC of controller with remote communication facility, smart pressure sensor (IP-67), isolation transformer, suitable solar panels with battery and cabling as required at 5 points. complete in all respects with the satisfaction of Engineer-in-charge.

Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead complete in all respects with the satisfaction of Engineer-in-charge - for bituminous road

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 meters lead complete in all respects with the satisfaction of Engineer-in-charge. - for Nominal concrete 1:3:6 or richer mix.

Reinstatement of BM/SDBC Road as per actual site requirement and as directed by Engineer-in-charge after laying of pipeline. including cost of material, labour and T&P complete in all respects with the satisfaction of Engineer-in-charge

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level - 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). Base of CC Road. complete all as per technical specification and complete in all respects with the satisfaction of Engineer-in-charge

Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, leveling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per technical specification and complete in all respects with the satisfaction of Engineer-in-charge - Cement concrete prepared with batch mixing machine.

Providing and laying factory made chamfered edge Cement Concrete paver blocks In colony etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineerin-Charge. :- 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern.

Repairing of nala/drain at the time of laying of pipe lines. including cost of material, labour and T&P in all complete as per type design and satisfaction of Engineer-in-charge.

Construction of Pump House (3.5m x 4.5m) including supply of all materials, labour, T&P, etc. complete as per type design, drawings & quantity separately attached and satisfaction of Engineer-in-Charge

Design, Construction, supply of all materials, labour, T&P etc. of R.C.C. O.H.T. of 1200 Kl & 22m staging with 30 cm free board and submission of detailed structural drawings before starting of work, including 1.00 m wide two column R.C.C. stair case as an access to the balcony & top dome from G.L. and 1 m wide 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 clear height 1 m at a distance of 1.25 m c/c, on periphery of balcony (junction of conical wall & container vertical wall) & on top dome periphery also MS ladder from top dome to the floor inside of the tank of 65x65x5 mm angle iron and 20 mm dia plain MS bars@25 cm c/c welded etc. with suitable hand rail etc., 600x600 mm M.S. M.H. cover with locking arrangement, making 1200 mm dia RCC ventilator on top dome covered around with mosquito proof jali, lightning conductor as per latest electricity rules/codes, automatic water level indicator and 'supply & fixing of CI D/F pipes of class B as per IS specifications for outlet, inlet, over flow and wash out pipes of requires sizes with necessary puddle collars, duck foot bends, sluice valves including construction of sluice valves chambers, pipe pieces (including cost of materials), clamping of vertical pipes with MS clamps of size 50x6 mm at 1.50 m c/c. flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder M.S. M.H. cover, supply & fixing of gate at the entrance of stair case etc. complete with painting of all parts with three coats of approved water proofing (snowcem)/enamel paint of required quality and shade over a required type of base coat, testing, filling water as many times as required for testing and water tightening purposes etc. including. Supply of vertical pipes and specials, including testing of bearing capacity of soil for upto 8 MT/sqm. complete in all respects and as per satisfaction of Engineer in charge

Construction of Site Office cum Control Room of Regular Maintenance and Grievance Redress Center including supply of all materials, labour, T&P, etc. including Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, Treatment of soil under existing floors using chemical emulsion @ hole, 300 mm apart including drilling 12 mm diameter holes and Providing and laying cement mortar 1:2, Providing and laying in position cement concrete of specified grade cost of centering and shuttering. - All work upto plinth level 1:4:8, Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4, Extra for providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement. - 0.30 bag of cement per sqm of 40 mm thick DPC - water proofing material @ 1kg/bag, 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, Reinforced cement concrete work in beams, suspended floors roofs having slope up to 15 degree landings, balconies, shelve chajjas, lintels, bands, plain window sills, staircases and spire stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3, all works and other remaining according to type design, drawings and quantity separately attached complete and as per satisfaction of Engineer-in-Charge

Construction of Boundary Wall and 02 no. Gate :-

Construction of Boundary wall for OHT & Tube Well supply of all materials, labour, T&P, etc. complete as per design, drawing and satisfaction of Engineer-in-Charge

Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required in Gate. complete as per type design and satisfaction of Engineer-in-Charge

Painting Steel work for gate 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 or manufacture. (2.50m wide and 2.00 height Gate). complete in all respects with the satisfaction of Engineer-in-charge.

Repair of 03 no. Existing Pump House supply of all materials, labour, T&P, etc. complete in all respects with the satisfaction of Engineer-in-charge. :-

52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 liter per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

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

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including priming coat with cement primer

Finishing walls with Premium Acrylic Smooth exterior paint of required shade New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm.

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications 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.

Renewing glass panes, with putty and nails wherever necessary including racking out the old putty - Float glass panes of thickness 4 mm

Providing and laying in position cement concrete of 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) grade excluding the cost of centering and shuttering - For Floor

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 - Cement mortar 1:6 (1 cement : 6 coarse sand) - For Boundary Wall

Cement Plaster(In Coarse Sand) - 1:6 (1 cement: 6 coarse sand) - For Boundary Wall

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.

Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineering-Charge. :- 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern.

Repair of 01 no. Existing OHT, supply of all materials, labour, T&P, etc. complete in all respects with the satisfaction 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 center to center, 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 elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding.

Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge. With cement mortar 1:4 (1cement: 4 coarse sand)

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.

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 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 guaranteed for 10 years against any leakage. - For vertical surface two coats @0.70 kg per sqm per coat

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 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 guaranteed for 10 years against any leakage. - For horizontal surface one coat @1.10 kg per sqm.

Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc.

Painting Steel work for gate 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 or manufacture.

ELECTRICAL & MECHNICAL WORK

Construction of Tube well by Heavy Duty Rig Machine in the strata of large Boulder and hard stone at Bhavar area from G.L to 250.00MBGL to lower the assembly of 300mm dia to get sand free minimum yield of 1875 lpm at 4.5 mt depression complete as per following work at site Gaujajali. (i) Transportation of Rig machine, compressor O.P. unit, T & P and other equipments up to site & back transportation after completion of work. (ii) Installation of Rig machine, Camp equipage after site clearance. (iii) Drilling 550 mm dia. size final bore from G.L. to 250.00 MBGL. (iv) Arrangement of water. (v) Geophysical logging of bore well to recording a physical parameter that may be interpreted in terms of formation characteristics, ground water quantity and physical structure of the bore hole after drilling. (vi) Preparing and Lowering of tube well assembly 300mm dia. Plain/ Slotted pipe form G.L. to 250MBGL. (vii) Pea-Gravel Feeding from 250MBGL to G.L. around the annular space. (viii) Dismantling of Rig machine after completion of work. Fitting of girder, clamp and well cap. (ix) Collection of strata sample in box. For Tubewell 1 & 2 (2 No. X 250 m)

Supply & lowering of Tubewell assembly. (For TW 1 & 2)

300mm dia 7.9mm thick M.S.E.R.W. pipe. (2 X 220)

300mm dia 7.9mm thick M.S.E.R.W. Slotted pipe. (2 X 30)

200x100mm dia size M.S Girder 4Mt. Long for T.W. assembly. (2 X 2)

300mm dia Bail plug with hook. (2 X 1)

M.S. heavy duty D.E clamp suitable for 300mm dia. (2 X 1)

300mm dia well cap. (2 X 1)

Supply and shrouding of Pea-Gravel upto 250Mt.MBGL (2 x 60)

Development of Tubewell by 350 PSI/1100CFM air comperssor.(For TW 1 & 2)

Erection of compressor and T&P. (2 X 1)

Development by compressor (2 x 60)

Dismantling of above. (2 X 1)

Development of Tubewell by O.P. unit of suitable capacity. (For TW 1 & 2)

Erection and lowering of O.P Unit. (2 X 1)

Development by O.P unit to get sand free discharge of 1500LPM. (2 x 50)

Dismantling of O.P unit and site clearance after completion of work. (2 X 1)

Chemical & Bacteriological Test of water (2 X 1)

S.I.T.C. of Submersible Pumping Plant with Accessories (For TW 1 & 2)

Supply of Submersible pump and motor set: 1300 L.P.M. discharge at 200mts. NEH. (2 X 1)

Supply of Submersible pump and motor set: 1300 L.P.M. discharge at 200mts. NEH. as spare. (2 X 1)

Supply of Fully automatic Air cooled Auto-Transformer Starter cum panel of 85HP as per spacification. (2 X 1)

Supply of Main piping and valves as per specification and site Requirment. (2 X 1)

Supply of of 35sq.mm. 3 core Copper conductor P.V.C. insulated submersible cable (2 X 500)

Supply of 200KVA automatic voltage regulator (compact) servo controlled stabilizer with accessories as per specification and site Requirment (2 X 1)

Supply of chain pulley block of 10.00 tonne capacity 4 Mt. lift spur gear tested on 12.50 tonne load. (2 X 1)

Supply of Electronic type liquid chlorine dosing system system with Chlorine Testing Kit (2 X 1)

Supply of Liquid Chlorine (50Kg Cane) (2 X 2250)

Supply of Gauges as per specification (2 X 1)

Supply of Earthing materials as per specification and site Requirment (2 X 1)

Supply of Rubber Insulation sheet 1mt. x 2mt.x 0.025 (2 X 1)

Supply of 400 Amp. TPN Main Switch (2 X 1)

S.I.T.C. of Submersible Pumping Plant with Accessories for Existing TW- 3 (Bhagat Colony)

S.I.T.C. of Submersible pump and motor set: 800L.P.M. discharge at 210mts. NEH.

Supply of Submersible pump and motor set: 800 L.P.M. discharge at 210mts. NEH. as spare.

Supply of Fully automatic Air cooled Auto-Transformer Starter cum panel of 60HP as per spacification .

Supply of Main piping and valves as per specification and site Requirment

Supply of of 25sq.mm. 3 core Copper conductor P.V.C. insulated submersible cable

Supply of 125KVA automatic voltage regulator (compact) servo controlled stabilizer with accessories as per specification and site Requirment

Supply of chain pulley block of 10.00 tonne capacity 4 Mt. lift spur gear tested on 12.50 tonne load.

Supply of Electronic type liquid chlorine dosing system with Chlorine Testing Kit

Supply of Liquid Chlorine (50Kg Cane)

Supply of Gauges as per specification

Supply of Earthing materials as per specification and site Requirment

Supply of Rubber Insulation sheet 1mt. x 2mt.x 0.025

Supply of 250Amp. TPN Main Switch

S.I.T.C. of Submersible Pumping Plant with Accessories for Existing TW- 4 (Chaudhary Colony)

S.I.T.C. of Submersible pump and motor set: 300L.P.M. discharge at 190mts. NEH.

Supply of Submersible pump and motor set: 300 L.P.M. discharge at 190mts. NEH. as spare.

Supply of Fully automatic Air cooled Auto-Transformer Starter cum panel of 20HP as per spacification .

Supply of Main piping and valves as per specification and site Requirment

Supply of of 10sq.mm. 3 core Copper conductor P.V.C. insulated submersible cable

Supply of 40KVA automatic voltage regulator (compact) servo controlled stabilizer with accessories as per specification and site Requirment

Supply of chain pulley block of 5.00 tonne capacity 4 Mt. lift spur gear tested on 7.50 tonne load.

Supply of Electronic type liquid chlorine dosing system with Chlorine Testing Kit

Supply of Liquid Chlorine (50Kg Cane)

Supply of Gauges as per specification

Supply of Earthing materials as per specification and site Requirment

Supply of Rubber Insulation sheet 1mt. x 2mt.x 0.025

Supply of 125Amp. TPN Main Switch

S.I.T.C. of Submersible Pumping Plant with Accessories for Existing TW- 5 (Aawala Chauki)

S.I.T.C. of Submersible pump and motor set: 750L.P.M. discharge at 200mts. NEH.

Supply of Submersible pump and motor set: 750 L.P.M. discharge at 200mts. NEH. as spare.

Supply of Fully automatic Air cooled Auto-Transformer Starter cum panel of 60HP as per spacification .

Supply of Main piping and valves as per specification and site Requirment

Supply of of 25sq.mm. 3 core Copper conductor P.V.C. insulated submersible cable

Supply of 100KVA automatic voltage regulator (compact) servo controlled stabilizer with accessories as per specification and site Requirment

Supply of chain pulley block of 7.50 tonne capacity 4 Mt. lift spur gear tested on 10.00 tonne load.

Supply of Electronic type liquid chlorine dosing system with Chlorine Testing Kit

Supply of Liquid Chlorine (50Kg Cane)

Supply of Gauges as per specification

Supply of Earthing materials as per specification and site Requirment

Supply of Rubber Insulation sheet 1mt. x 2mt.x 0.025

Supply of 200Amp. TPN Main Switch

Automation of Pumping plant- For 2 No. Proposed TW- 1 & 2 and 3 No. Existing TW- 3, 4 & 5

GSM based Intelligent Remote Terminal Units (IRTU) with Analog and Digital parameters and features as specified to store and transmit data on GSM backbone to LMS. And also compatible to communication for each Tubewell. (5 X 1)

GSM Based wireless communication system capable to transfer data from remote sites control station with antenna. (5 X 1)

Intelligent Energy Meter. (5 X 1)

Valve actuator sizes (80mm to 150mm) as per site requirement (5 X 2)

Actuator panel (5 X 2)

Isolation transformer (5 X 1)

Cables -

(a) 2 Core 1.5sq.mm. (5 X 100)

(b) 4 Core 2.5 sq.mm. (5 X 40)

(c) 10 Core 1.5 sq.mm. (5 X 30)

PVC conduit Pipe -

AC& DC, Relay lugs etc. (5 X 1)

Auto phase reversal unit 40-100H.P. (4 X 1)

Auto phase reversal unit 0-40H.P. (1 X 1)

Electromagnetic Insertion type Flow Meters for line sizes (80mm to 150mm) as per site requirement (5 X 1)

Erection, commissioning and Testing & customization of iRTU/PLC & software (5 X 1)

Internal & External Electrification of pump house - For 2 No. Proposed TW- 1 & 2 and 3 No. Existing TW- 3, 4 & 5

Wiring for light point/fan point, exhaust fan point, call bell point with15.sq.mm FRLS PVC insulated copper conductor single core cable in surface, recessed medium class PVC conduit , with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5sq.mm FRLS PVC insulated copper conductor single core cable etc, as reuired. (5 X 8)

Wiring for circutit/submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required.

(a) 2x2.5 sq. mm +1x2.5sq.mm earth wire (5 X 10)

(b) 2x4 sq. mm +1x4sq.mm earth wire (5 X 8)

supplying and fixing following piano type switch/scoket on the existing switch box/cover including connections etc. as required.

(a) 5/6amps switch (5 X 1)

(b) 3pin 5/6 amp socket outlet (5 X 1)

supplying and fixing metal box of 150mm x75mm x60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front incuding providing and fixing 3 pin 5/6 A socket outlet and 5/6 A piano type switch, connections, painting etc. as required. (5 X 2)

supplying and fixing metal box of 180mm x100mm x60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front incuding providing and fixing 6 pin 5/6 A & 15/16 A socket outlet and 15/16 A piano type switch, connections, painting etc. as required. (5 X 2)

S/F 3 pin , 5 amp celling rose on the exting junction box/wooden block including connection etc, as required. (5 X 5)

S/F brss batten, angle holder including connction etc, as requird. (5 X 4)

supplying and fixing 6 way Double door, single pole and neutral, sheet steel, MCB distribuiton board, 240v, on surface/recess, complete with tinned copper bus bar , neutral bus bar, earth bas, din bar, interconnections, power painted indulding earthing etc. as required (But without MCB/RCCB/Isolator) (5 X 1)

S/F 5 amps to 32amps rating, 240/415 volts, "C" curve, mainature circuit braker suitable for inductive load of follwing poles in the existing MCBDB compete with connection, testing and commissioning etc. as required.

(a) Single Pole (5 X 4)

(b) Double Pole (5 X 1)

S/F of LED T_5, 18 watts tubelight fitting connection etc, compleat in all respect (5 X 1)

S/F of exhaust fan (i.s.i mark) with jail, 450mm sweep, including making hole for exhaust fan and making good the damage, connection etc, co,pleat in all respect. (5 X 1)

S/F of LED street light fitting 60 watts compete in all respect (5 X 2)

S/F of G.I. 32mm size L type bracket clamps with fixing of street light etc.(5 X 2)

S/F of 23 watts CFL

S/F of wall fan 400mm sweep Model platina (5 X 1)

Trail running and testing of pumping plant of 2 Nos. Proposed tubewell & 3 Nos.existing tubewell for three months.

O&M of Existing System During Construction Period

Operation &maintenance of Existing Facilities from which some part of the existing system will also be reuse in the new system as on where on basis, as per existing duration of water supply i/c billing & collection of tarrif from (to be deposited in the dedicated govt. account) of Gaujajali Uttar Cluster wate supply scheme having 04 No. tubewell, Approx 15-200mm dia. 26.00 Km AC, PVC, GI, MSERW pipeline and 1659 No. connection.

O&M WORKS (Without Electricity) for 5 years

Operation, Maintenance and Management water supply System. (During First Year)

Operation, Maintenance and Management water supply System. (During Second Year)

Operation, Maintenance and Management water supply System. (During Third Year)

Operation, Maintenance and Management water supply System. (During Forth Year)

Operation, Maintenance and Management water supply System. (During Fifth Year)

SJ TRANSFORMERS LLP

M/s Kashmirilal Constructions Pvt. Ltd.