Construction Testing and Commissioning of Kashipur Water Supply Scheme Zone 2 for Ward No 19 Katotatal East and Ward No 20 Katotatal Central Partial 1100 Kl 22 m Staging OHT DI K9 Rising main DI K7 distribution system Tube Well Pump

Amount

Soil testing of proposed O.H.T. site by some reputed institute like I.I.T. Roorkee or equivalent & accordingly design and construction of 1100 KL capacity, 22m staging RCC Over Head Tank with foundation considering seismic forces, including supply of all materials, labour, T&P etc. as required for proper completion of work and submission of detailed design/drawings before starting of the work. The earthquake resistant design must be in conformity with IS:456, IS:3370,IS:1893, IS:13932 & IS:13920 (latest versions). Water retaining portion i.e. container of O.H.T. will be constructed in M-30 design mix concrete as per latest guidelines of BIS. The work also include.

One meter wide balcony around the tank at the middle ring beam (Junction of conical wall and containers vertical wall).

One meter wide RCC two columns stair case as an access to the top dome of the tank from ground level.

Supplying & fixing M.S. gate with locking arrangement on first landing to avoid access to the O.H.T. as per direction of Engineer-in-charge.

Supplying & fixing of 60cm, wide M.S. ladder from tope dome to the inside of the tank upto bottom dome of 50×50×6mm angle iron and 20mm dia plain M.S. bars @ 25 cm. C/C welded or riveted with suitable hand rail etc.

Supplying & fixing of 1200mm dia ventilator of 50×50×6mm angle iron fitted at the crown of top dome with mosquito proof wire mesh over expanded metal jali.

Supplying & fixing of 600×600mm M.S. Manhole cover of 5mm thick M.S. plate duly hinged with 50×50×6mm angle iron frame embedded in the top dome at appropriate place with locking arrangement shall be provided with overlap.

Supplying & fixing of Three rows of G.I. (medium) 20mm dia pipe railing with 50×50×6mm angle iron post of clear height 1.00m at a distance of 1.25m centre to centre around the balcony, top dome and along the stair case from ground level to top dome.

Supplying & fixing of water level indicator confirming to latest specifications & as per direction of engineer I/C

Supplying & fixing of lighting conductor arrangements including earthing as per latest I.S. code.

Supplying & fixing of 2 Nos. inlet of 150mm dia, 1 no.outlet of 350mm dia, washout of dia 200mm and over flow of dia 250mm of D.I.D/F (Class K-9) pipes and their D.I.sluice valves, (confirming to I.S.-780) duck foot bends on sutaible RCC column based on raft foundation as per direction of Engineer-in charge with other special etc. including supply of all materials, necessarily required for jointing and erecting. The limits of pipe fixing shall be from dome of the tank to one meter outside the apron of the tank. Overflow pipe shall be vertical type at required position or otherwise specified. Also, construction of 2 Nos. inlet, 1 No. outlet & 1 No. washout/over flow chambers and their R.C.C. covers as per departmental type design. Complete in all respect as per the satisfaction of Engineer-in-charge.

Supplying & Clamping the vertical pipe with M.S. clamps of size 50×6mm at 1.50M C/C.

Filling the tank as many times as required with water and testing for water tightness and making it water tight, water for testing the tank shall be arranged by the contractor.

Supplying & Painting the outlet inlet, washout and over flow pipe with one coat of oxide primer and two coats of paint of approved quality (Asian, Berger, Nerolac etc.) and shade.

Supplying & Painting the entire tank with three coats of (including base coat) exterior weather coat Apex or equivalent of Asian, Berger, Nerolac etc. of approved quality and shade as per direction of the Engineer-In-charges.

Supplying & Painting the balcony and staircase railing and M.S. Manhole cover, ventilator angle iron posts with one coat of oxide primer and two coats of paint of approved quality (Asian, Berger, Nerolac etc.) and shade.

Supplying & Filling of earth, ramming and watering the earth upto the plinth level which will be about 0.75 M above from natural ground level for construction floor & projecting one meter from the tank columns and 1 M wide apron with suitable drain. Floor shall be 40mm thick P.C.C. 1:2:4 over 80 mm thick P.C.C. 1:4:8 at floor of the tank with suitable glass strips. 230 mm thick masonary walls in 1:6 cement sand mortar requires to raise ground level to plinth level including all materials etc.

Providing all materials , carting from site store to site of work, lowering into trenches with true to alignment , Laying & Jointing of full lenght S&S Centrifugally cast (spun) Ductile iron pipes including supply of all type specials required for jointing of pipes & "EPDM " rubber gaskets conforming to IS : 5382/1985 with testing of pipe line complete. DI K-9 pipe (Rising Main)

150mm dia - D.I. K-9 Pipe

Providing of all materials, carting from site store to site of work, lowering into trenches with true to alignment, laying & jointing of full length S&S centrifugally cast (spun) ductile iron pipes including supply of all type specials required for jointing of pipes & 'EPDM' rubber gaskets confirming to IS:5382-1985 with testing of pipe line complete. D.I. pipe S&S K-7 (Distribution System)

Providing & Laying D.I. Special of class K-12 suitable for push-on jointing as per IS: 9523-2000

Excavation in Ordinary Soil (loams, clay, sand) for pipe line trenches including lift up to 1.5 m and lead up to 30 m with back filling, watering and ramming of excavated the earth in the trenches.

Disinfecting C.I./D.I. water mains by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory.

80 mm diameter (Class II)

100 mm diameter (Class II)

125 mm diameter (Class II)

150 mm diameter (Class II)

200 mm diameter (Class II)

250 mm diameter (Class II)

300 mm diameter (Class II)

350 mm diameter (Class II)

Providing D.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (Make- VEG, TALIS, AVK)

80 mm diameter (Class II)

100 mm diameter (Class II)

125 mm diameter (Class II)

150 mm diameter (Class II)

200 mm diameter (Class II)

250 mm diameter (Class II)

300 mm diameter (Class II)

350 mm diameter (Class II)

Fixing of D.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc.

80 mm diameter (Class II)

100 mm diameter (Class II)

125 mm diameter (Class II)

150 mm diameter (Class II)

200 mm diameter (Class II)

250 mm diameter (Class II)

300 mm diameter (Class II)

350 mm diameter (Class II)

Constructing masonry Chamber size 1.00×1.20×1.50m for sluice valve with a floating coat of neat cement complete as per standard design : With F.P.S. bricks

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

Providing and fixing gun metal non- return valve of approved quality (screwed end) : 80 mm nominal bore (Vertical)

Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete : 100 mm dia

Constructing masonry Chamber size 350×350×600mm for Air valve with a floating coat of neat cement complete as per standard design : With F.P.S. bricks

Cartage of following sizes of 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, Fire Hydrant Valve IS 5290 (Flanged)

100 mm diameter (Class II)

Constructing masonry Chamber size 350×350×600mm for Fire Hydrant with a floating coat of neat cement complete as per standard design : With F.P.S. bricks

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 : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and emoval of form work for : Foundations, footings, bases for columns.

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.C.C. Work Using TMT Bars

Provision for bericading in two rows and necessary diversion of paths and where as necessary with the help of ballies, ropes, flags, signals and light signals etc. as per requirement including supply of all material T&P etc complete.

Nala crossing (0.60M x 0.45 M) coming in the alignment of pipe line including supply of all material, labour, T&P etc. complete as per direction of Engineer-in-charge

Disposal of road rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

Dismantling and reinstatement of road surface for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials.

Dismantling of existing structures like culverts, bridges, retaining walls and othermstructures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.- Dry Brick Pitching or Brick Soling

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in charge. 1:3:6 or richer mix.

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.

Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size.

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

Brick on edge pavement with straight overburnt bricks laid on edge including preparation of subgrade to prescribed camberand including supply of briks, fillingj oints with local sand and spreading blinding coat 1cm (3/8")depth of local sand over the entire surface and including supply of all materials, labour and T&P etc. required for proper completion of the work.

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 80mm thick factory 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 fine sand etc. all complete as per the direction of Engineer-in-charge.

WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405. By Manual Means

WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Manual Means

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

Dense graded bituminous macadam for grading I 37.5mm nominal size (bitumen @ 4.25% by weight of total mix

Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour usingcrushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects for Grading-II (bituminous binder @ 5.4 % of mix)

Fog Spray - Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing. By Mechinacal Means

Dry brick pitching half brick thick (old Bricks obtained from the site shall be used) excluding supply of bricks and preparing the surface complete as per direction of engineer in charge.

Temporary Laying old cement cocrete interlocking paver blocks (Tiles) of pipe line trenches laid in required line and level as per existing surface etc. including preparing of surface complete as per the direction of Engineer-in-charge. (Existing C.C. Interlocking tiles to be used)

Shifting / repair of existing water supply line and house connections coming in the alignment of pipe line15mm dia including supply of all material ,labour, T&P etc. complete as per direction of engineer in charge.

Shifting / repair of existing Sewer line and Sewer line house connections coming in the alignment of pipe line110mm dia PVC Pipe 10 Kg/cm2 including supply of all material ,labour, T&P etc. complete as per direction of engineer in charge.

House Service Connection

Providing & fixing Chlorinated polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement complete as per direction of Engineer in Charge. 20 mm nominal outer dia Pipes.

Supply of Brass Ferrule of pressure rating PN 10. Material to comply with IS 319 grade ½. Connection threading IS:554 BSPT , ISO:7-1

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15mm nominal bore

Making Ferrul connection in the existing main G.I/ AC/ PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of Brass/ GM ferrule including tapping the main, but excluding the cost of earth work and cost of all materials ( Labour cost only)

Clamp saddles should be Non corrosive Engineering Plastic body moulded with Stainless steel threaded metal insert for tapping outlet. Clamp saddles for service connection from water distribution mains shall be of wrap around design, wide skirt and wide straps support, which shall reinforce the pipe while providing excellent stability to the saddle. Clamp Saddles for service connections shall be of fastened strap type with threaded (as per IS:554)female outlet of Stainless steel for service connection. The design of the saddle body should be such that, the service connection outlet metal insert shall project out towards pipe side and align with the hole drilled on the pipe to ensure positive locking against rocking or creeping on the pipe, as might be caused by vibration, pressure or excessive external loading. Saddle Seal shall be of virgin rubber SBR Grade 30 / NBR (NSF 61 approved). It shall be of type pressure activated hydro-mechanical design. It shall be contoured gasket to provide a positive initial seal which increases with increase in the line pressure. Saddle straps shall be made of plastic with or without metal reinforcement depending on size and injection molded to prevent galvanic corrosion over the long service life. In case of metal 80mm to 350mm

Supply & fixing PP Compression Metal Insert Female Thread Adaptor with SS304 material with BSP Threads as per ISO 14236 standard. Body, Nut / Cap –Polypropylene, Clip Ring-POM (Acetylic resin ),Packing bush- Polypropylene, “O” ring – NBR. Pressure rating will be PN 16.The Compression fittings for intended for conveyance of Potable water for Human consumption to be tested to comply with BS 6920 specifications in any of the laboratories like DVGM / KIWA / SPGN / WRc –NSF and certificate of compliance to be produced for the following parameters.

Supply & fixing Double Compression Elbow with Body, Nut / Cap –Polypropylene, Clip Ring-POM (Acetylic resin ),Packing bush- Polypropylene, “O” ring – NBR. Pressure rating will be PN 16.The Compression fittings for intended for conveyance of Potable water for Human consumption to be tested to comply with BS 6920 specifications in any of the laboratories like DVGM / KIWA / SPGN / WRc –NSF and certificate of compliance to be produced for the following parameters.

Supply & fixing MDPE PE 80 Blue Pipe PN 16 for 20mm & PN 12.5 for 20mm and 32mm ( Make-Duraline,

Supply & fixing UPVC Ball Valves, with compression- female threaded 20mm withBody, Nut / Cap –Polypropylene, Clip Ring-POM (Acetylic resin),Packing bush- Polypropylene, “O” ring – NBR. Pressure rating will be PN 16.The Compression fittings for intended for conveyance of Potable water for Human consumption to be tested to comply with BS 6920 specifications in any of the laboratories like DVGM / KIWA / SPGN / WRc –NSF and certificate of compliance to be produced for the following parameters.

PUMP HOUSE, BOUNDARY WALL, APPROACH ROAD AND GATE

Excavation work by machanical means (Hydraulic excavator)/ manual means in foundation trenches or drains not exceeding 1.5 m in width or 10sqm. On plan including dressing of sides ad ramming of bottoms lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m. All kinds of soil.

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 : 8 graded stone aggregate 40 mm nominal size).

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

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 : 4 graded stone aggregate 20 mm nominal size)

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

Reinforced cement concrete work in walls (any thickness), including attached plasters, buttresses, plinth and string cources, fillets, columns, pillars, piers, abutments,posts and struts etc. upto floor five level excluding cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (cement : coarse sand : graded stone aggregate nominal size)

Centring and shuttering including strutting, ropping etc and removal of form for

Foundations, footings, bases for columns, etc. for mass concreate.

Columns, pillars, piers, abutments, posts and struts

Lintels, beams, plinth beams, girders, bressmers and cantilevers

Suspended floor & roof slab etc.

Reinforcement for R.C.C. work including straightening, cutting, bending placing in position and binding all complete. Reinforcement for R.C.C. Work Using Thermo-Mechanically Treated Bars.

Brick work with F.P.S. bricks of class designation 75 in foundation & plinth in 1:6(1 cement : 6 coarse sand)

Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in 1:6 (1 cement : 6 coarse sand)

12 mm thick cement plaster of mix 1:6 ((1 Cement : 6 fine sand)

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

Cement plaster 1:3 ( 1cement : 3 coarse sand) finished with a floating coat of neat cement- Skirting/Dado 20mmcement plaster

Finishing walls with water proof cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm)

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

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work

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 gratings, frames, guard bar, ladder, railings, brackets,gates and similar works.

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

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.ISMB 250

Supplying and filling in plinth with local sand including watering, ramming, consolidating and drassing complete in proposed water works.

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120mm and minimum thickness at khurra as 65 mm mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.

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. 40mm thick with 20mm nominal size stone aggregate.

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter

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

Supply of all materials, labour T&P etc. required for construction of 15mm dia S.C. drain.

Renewing glass pans with putty and nails wherever nessarry Float glass pans of thickness 4mm

Fencing with R.C.C 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 one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I Staples on wooden plugs or G.I binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C posts, struts, earth work and concrete to be paid for saparately) :- Payment to be made per metre cost of total length of barbed wire used.

Supply at site RCC Standards post/struts/rails pales of mix 1:1.5:3 (Cement : 1.5 Coarse Sand :3 graded stone aggregate 12.5 mm nominal Size) With Wooden Plugs or 6 mm bar nibs Wherever required as per direction of Engineer-in-Charge (Cost of earth works

E & M WORK Construction of 300x200mm dia 200mtr deep tubewell two Nos at Kashipur (Zone-2) Under Amrut Programme TWO NOS TUBEWELLS AT KASHIPUR ZONE-2

Construction of Tubewell as per IS Code- IS2800 (Part-1) - 2001 & testing of tubewell as per IS Code- IS2800 (Part-2) - 1999.

Mathod of Drilling Specified by Bidder

Transportation of heavy duly drilling machine with all T&P & accessories and connected T&P and plant upto the site i.e. for each tubewell.

Drilling of bore upto 150 mtr depth below ground leval in all type of soil/ under ground condition with DC/RC ring machine or suitable method suitable to discharge as desired with desired bore dia as per instruction of Engineer- in- charge

Drilling of bore upto 200 mtr depth below ground leval in all type of soil/ under ground condition with DC/RC ring machine or suitable method suitable to discharge as desired with desired bore dia as per instruction of Engineer- in- charge

Supply & Lowering of tubewell assembly 300 mm dia & 200mm dia, 7.9mm thick MSERW pipe confirming to to IS code IS code IS 4270 or latest amended with maintaining the verticality of assembly and welding/ jointing properly as per direction of Engineer-in –charge.(pipe make-Jindal, Swastik, TATA)

300 mm dia MSERW plain pipe 7.9mm thick.

300 m dia MSERW slotted pipe 7.9 mm thick. (Solt as per IS Code IS8110:2000 in zigzag pattern)

200 mm dia MSERW plain pipe 7.9 mm thick.

200 m dia MSERW slotted pipe 7.9 mm thick. (Solt as per IS Code IS8110:2000 in zigzag pattern)

Supply of 200x100mm size M.s Girder 4 mtr long for tubewell assembly

S/F of Bail plug to plug the tubewell at bottom with providing hook of suitable dia. (Parameter shall be as per the assembly)

S/F of 300 mm dia MS clamp with nuts & bolts

Supply of pea gravel confirming to IS code IS460-1962 and of 2.00 mm to 4.00 grit size.

Shrouding of pea gravel upto 200 mtr. BGL for each tubewell.

Development of Tubewell by air compressor 1400/1100 CFM, 350/250 psi and eduction line if required to get the sand free discharge as per IS Code- IS1189-1999

Development of tubewell with O.P. unit atlest for 60% over pumping than the required discharge including supply and installation of over pumping unit to get the sand free discharge.

Supply & fixing of 300 mm dia MS tubewell cap as per specification of assembly.

Reducer/enlarger 300mm*200mm of 7.9mm Thickness MS for use of Reducer /Enlarger

Logging with electronic/analog logging machine complete with logging graph in such a manner that clear drilling of required dept available at the time of lowring of assembly.

Chemical and bacteriological testing of water sample as per IS Code IS10500:2012 from NABL approved lab for all parameters.

Supply & Installation of 1200 L.P.M & 80 mtr. Head Pumping Plant & Accessories at two nos tubewells at kashipur zone- 2 (Pumping plant with great efficiency shall be offered to supply). The contractor has to give rate for given head and discharge and submit spacifications as required by the Nigam, However, In case the actual head at site changes within 10%(+ or -) either side, the contractor has to provide pump of required head and discharge at the same rate as already quoted by the firm and no extra payment will be made to the contractor for the above variation. moreover the contractor has to submit the revised spacification and design as required by the Nigam.

Supply of submersible pumping plant capable of delivering 1200 lpm discharge at 80mt. head with 10% shut off head including electric motor to be operated on 415 (+\-)10% volts,3 phase,50 C\s AC at 2900 RPM nominal speed along with submersible cable supplied by the manufacturer with pump.

Supply of spare pumping plant as above

Supply of electrical panel with fully automatic starter suitable to be operated on 415 (+\-)10% volts,3 phase with neutral 50 C/S AC with panel suitable for above pump set along with all safety devices i.e. single phase preventer, earth fault relay, electronic over load relay, over /under voltage relay & Auto phase reversal unit complete in all respect supplied by OEM only with copper strip for power wiring inside panel.

Supply & Installation of 1200 L.P.M Pumping Plant & Accessories at two nos tubewells at kashipur zone- 2 (Pumping plant with great efficiency shall be offered to supply) additional for each head variation from 10% to 25% for each ± 10mtr head variation as detailed below :-

Supply of submersible pumping plant capable of delivering 1200 lpm discharge at 60mt. head with 10% shut off head including electric motor to be operated on 415 (+\-)10% volts,3 phase,50 C\s AC at 2900 RPM nominal speed along with submersible cable supplied by the manufacturer with pump. (considering head variation)

Supply of spare pumping plant as above

Supply of electrical panel with fully automatic starter suitable to be operated on 415 (+\-)10% volts,3 phase with neutral 50 C/S AC with panel suitable for above pump set along with all safety devices i.e. single phase preventer, earth fault relay, electronic over load relay, over /under voltage relay & Auto phase reversal unit complete in all respect supplied by OEM only with copper strip for power wiring inside panel.

Supply of submersible pumping plant capable of delivering 1200 lpm discharge at 70mt. head with 10% shut off head including electric motor to be operated on 415 (+\-)10% volts,3 phase,50 C\s AC at 2900 RPM nominal speed along with submersible cable supplied by the manufacturer with pump. (considering head variation)

Supply of spare pumping plant as above

Supply of electrical panel with fully automatic starter suitable to be operated on 415 (+\-)10% volts,3 phase with neutral 50 C/S AC with panel suitable for above pump set along with all safety devices i.e. single phase preventer, earth fault relay, electronic over load relay, over /under voltage relay & Auto phase reversal unit complete in all respect supplied by OEM only with copper strip for power wiring inside panel.

Supply of submersible pumping plant capable of delivering 1200 lpm discharge at 90mt. head with 10% shut off head including electric motor to be operated on 415 (+\-)10% volts,3 phase,50 C\s AC at 2900 RPM nominal speed along with submersible cable supplied by the manufacturer with pump. (considering head variation)

Supply of spare pumping plant as above

Supply of electrical panel with fully automatic starter suitable to be operated on 415 (+\-)10% volts,3 phase with neutral 50 C/S AC with panel suitable for above pump set along with all safety devices i.e. single phase preventer, earth fault relay, electronic over load relay, over /under voltage relay & Auto phase reversal unit complete in all respect supplied by OEM only with copper strip for power wiring inside panel.

Supply of submersible pumping plant capable of delivering 1200 lpm discharge at 100mt. head with 10% shut off head including electric motor to be operated on 415 (+\-)10% volts,3 phase,50 C\s AC at 2900 RPM nominal speed along with submersible cable supplied by the manufacturer with pump.

Supply of spare pumping plant as above

Supply of electrical panel with fully automatic starter suitable to be operated on 415 (+\-)10% volts,3 phase with neutral 50 C/S AC with panel suitable for above pump set along with all safety devices i.e. single phase preventer, earth fault relay, electronic over load relay, over /under voltage relay & Auto phase reversal unit complete in all respect supplied by OEM only with copper strip for power wiring inside panel. (considering head variation)

Supply of 100 amp. 3 phase with neutral FN type main switch with HRC fuses.

Supply of 63 amp. 3 phase with neutral FN type main switch with HRC fuses. (considering head variation)

Supply of 125 amp. 3 phase with neutral FN type main switch with HRC fuses. (considering head variation)

Supply of 160 amp. 3 phase with neutral FN type main switch with HRC fuses. (considering head variation)

Supply of 200 amp. 3 phase with neutral FN type main switch with HRC fuses. (considering head variation)

Supply of power wiring and earthing material.

Supply of submersible copper cable 1x3x 16 sq.mm (Finolex/Havell’s make)

Supply of submersible copper cable 1x3x 10sq.mm (Finolex/Havell’s make) (considering head variation)

Supply of submersible copper cable 1x3x 25 sq.mm (Finolex/Havell’s make) (considering head variation)

Complete double loop earthing with copper plate of suitable size with earthing strips, charcoal, salt and Earthing material as per latest IS code along with funnel pipe for arrangement for watering as per IS Code- IS3043-1987.

Supply of main piping and valves of 150mm size having following items.

150 mm dia x 7.1 mm thick column pipe in 3 mt. length with interlocking arrangement 60 Mtrs. (Make: JINDAL/SWASTIK/TATA) as per IS Code- IS4270.

150mm dia CI D\f sluice valve with hand wheel - 2 Nos. (Make: IVC/KIRLOSKER)

150mm dia CI D\F reflux valve -1 No (Make: IVC/KIRLOSKER)

150x150x150mm dia Tee-1 No

150mm dia CI D\F bend-2 Nos.

150mm dia MS D\f pipe of 2.0 Mt. length- 2 Nos

Ventury –(150x75mm ) 1 No

150mm MS DI clamp heavy duty - 1 pair

MS TW Cap (150x300 mm)-1 No

Gauges(pressure gauge up to 10kg/cm2) -1 set

150mm dia MS distance piece 1.5 mtr. long.- 1 No.

Necessary nut, bolts and packing-1 Set

Supply of 3 ton capacity and 4.5 mt. lift chain pulley block tested on 150% Load (Make: INDEF)

Supply of necessary tools and spanners. (Make: TAPARIA/EVERST) detailed as per tender document.

Supply of rubber resistance insulated sheets 2M x 1M x 25mm thick confirming to IS:15652:2006

Supply of Chlorinator Dozer pump capacity: with range upto 2 lph, 8 kg/cm2 pressure to achieve desired PPM of chlorine as per norms along with:-

Injector and NRV with PVC pipes etc. (Make: MILTON ROY)

200 Ltr. Capacity PVC tank. (Make: SINTAX)

Starter cum panel for dozing pump.

Single phase automatic stabilizer. (Make: BLUEBIRD)

Chlorine testing kit complete.

Supply of Sodium hypo-chloride (Naocl) solution. (Make: PCPL)

Installation and commissioning of pumping plant and accessories inside the pump house including dozing pump complete in each & every respect .

Testing of pumping plants as following -

At works ( as per sehedule- E & other parametter)

at Site.

Stabilization of Pumping Plant including maintenance for six month with complete O&M

Painting of entire installation with 2 coats of super enamel paint as per direction of Engineer-in- charge .

Electrification of pump house at two nos tubewells at kashipur zone- 2 under Amrut Programme.

Wiring of Light Point/fan point/exhaust fan point/call bell point with 1.5sq.mm FRLS PVC insulatied copper conductor single core cable in surface/recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (Group-C)

Wiring for light/power plug with 2x2.5sq.mm FRLS PVC insulated copper coductor single core cable in surface/recessed medium class PVC conduit along with1 No. 2.5 sq.mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

Supplying & fixing metal suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 A & 15/16 A modular socket outlet and 15/16 A modular switch, connections, etc as required.

Supplying & fixing 3 pin 5 A ceiling rose on the existing junction box/wooden block including connections etc. as required.

Supplying & fixing brass batten/angle holder including connections etc. as required.

Installation, Testing & Commissioning of pre wired florescent tube light fitting with all accessories.

S/F of 5A-32A rating Circuit Breaker

Wiring for light/power plug with 2x4 sq.mm FRLS PVC insulated copper coductor single core cable in surface/recessed medium class PVC conduit along with1 No. 4 sq.mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

Supply of Box type 1x18 w LED tube

Supply of 8 Watt Led Bulb

S/F of 8 watt LED Bulkhead fitting

S/F Pf 45 W LED Street Light fitting complete.

SITC of Automation at two nos tubewells at kashipur zone- 2 under Amrut Programme.

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.

GSM Based wireless communication system capable to transfer data from remote sites control station with antenna.

Intelligent Energy Meter.

Valve actuator size 150mm.

Actuator panel

Isolation transformer

Electronic flow meter

HMI with Enabling & Development of mimics of process parameters for monitoring & control from site through HMI.

Hard wired timer

Over Voltage under Voltage

Cabling & conduiting (PVC) between Integrated RTU panel and field instruments as required for site (per tubewell)

Accessories -PVC Bend, AC & DC Relays with flexible Pipe Lugs, etc

Installation, Testing and commissioning.

Monthly Operation & maintenance of complete automation system along with all accessories of six month for each tubewell.

SITC of Servo Voltage Stabilizer at two nos tubewells at kashipur zone- 2 under Amrut Programme.

Supply, Installation, testing and commissioning of 60 KVA oil cooled copper wounded auto operated outdoor Servo Voltage Stabilizer with (carbon bush system ) with the first fill of oil at Old officers colony, Race Course, Dehradun Tubewell Under Amrut Programme with following Specifications. (i) Capacity-75 KVA (ii) Input Voltage-300-480 Volt. 3 Phase & neutral (iii) Output Voltage-415±1% volt- 3 Phase & neutral. (iv) Frequency-50 Hz including all protection devices i.e. as following. (v) Protection:- High Voltage & Low Voltage cut off & overload short circuit . (vi) Using flat carbon brushes and dimmer state unit separate control panel, Plug and play Socket connected with flexible cable up to 20 ft. for increase of fixing at accessible place suitable for unbalance input voltage and unbalance current load efficiency should be good.

Supply, Installation, testing and commissioning of 45 KVA oil cooled copper wounded auto operated outdoor Servo Voltage Stabilizer with (carbon bush system ) with the first fill of oil at Old officers colony, Race Course, Dehradun Tubewell Under Amrut Programme with following Specifications. (Considering head variation) (i) Capacity-60 KVA (ii) Input Voltage-300-480 Volt. 3 Phase & neutral (iii) Output Voltage-415±1% volt- 3 Phase & neutral. (iv) Frequency-50 Hz including all protection devices i.e. as following. (v) Protection:- High Voltage & Low Voltage cut off & overload short circuit . (vi) Using flat carbon brushes and dimmer state unit separate control panel, Plug and play Socket connected with flexible cable up to 20 ft. for increase of fixing at accessible place suitable for unbalance input voltage and unbalance current load efficiency should be good.

Supply, Installation, testing and commissioning of 75 KVA oil cooled copper wounded auto operated outdoor Servo Voltage Stabilizer with (carbon bush system ) with the first fill of oil at Old officers colony, Race Course, Dehradun Tubewell Under Amrut Programme with following Specifications. (Considering head variation) (i) Capacity-100 KVA (ii) Input Voltage-300-480 Volt. 3 Phase & neutral (iii) Output Voltage-415±1% volt- 3 Phase & neutral. (iv) Frequency-50 Hz including all protection devices i.e. as following. (v) Protection:- High Voltage & Low Voltage cut off & overload short circuit . (vi) Using flat carbon brushes and dimmer state unit separate control panel, Plug and play Socket connected with flexible cable up to 20 ft. for increase of fixing at accessible place suitable for unbalance input voltage and unbalance current load efficiency should be good.

Testing of Servo Voltage Stabilizer at work with all parameter.

Double loop earthing of above equipment including supply of 25mmx5mm thick GI earth strips, 600mmx600mmx5mm thick GI earth plates, GI Boxes, funnels, pipes, earthing chamber etc. as required as latest IE rules including digging of pits, filling of charcoal and salt in pits complete in all respect.

Prem Construction Company