UP Jal Nigam Tender

Supply and fixing of 1.2m wide MS wicket gate including fabricaton and supply of steel and construction of boundry wall pillars as 1.01 as per specification laid down in the bid document including supply of all materials, labour T&P etc. Required for proper completion of work as per instruction of Engineer -in -charge

Construction of Brick on edge pavement for approach in water works as per departmental type design and drawing and as per specification laid down in the bid document including supply of all materials, labour T&P etc. Required for proper completion of work as per instruction of Engineer -in -charge

Earth filling work for proper leveling of water work site, in accordance with the contour map and grid map exting site enclosed (Drawing no. D-1), including leveling, dressing, excavation and filling of earth where necessary and also including all materials, labour T&P etc. Required for proper completion of work as per instruction of Engineer -in -charge

CONSTRUCTION OF TUBEWELLS

Construction of 2 No. 165/150 in deep Tube wells for 1200 LPM discharge with 300 x 200 mm size Tube well assembly including supplying, fixing & lowering of housing pipe, riser pipe, as per ISS: 4270 including M.S. sockets duly welded with M.S. electrodes to have extra strength. Tube well Assembly containing of MSERW housing pipe, Plain/Slotted pipe, M.S. reducer, M.S. bail plug. M.S. Clamp, well cap, M.S. rings, etc. of desired size for proper completion of work as per instructions of Engineer in-Charge work specification conferming to ISS: 2800(Part 1 & 2)-1979. Bore logging will be done by electric logger before lowering of assembly.

Transportation, erection and dismentaling of Rig Machine, Air Compressor And O.P. Unit.

Drilling of bore by 675mm (from GL to 50 M)

Drilling of bore by 550mm (from 50 to 165 M)

Supply & lowering of 300mm MSERW 7.1 mm thick housing pipe including accessories, welded by ferrospeed rod - 45 M. (0-45 M)

Supply & lowering of 200mm MSERW 7.1 mm thick Sloted /Plain Pipe including accessories, welded by ferrospeed rod - 105 M. (45-150 M)

Supply & Shrouding of Lal kuwan Pea Gravel of 1.6-4.8 mm size.(as per IS:4097-1988) or as per requirement.

Development of Tubewell by 250 PSI AIR COMPRESSOR for 50 hrs/as per required site condition.

Development of Tubewell by 3 Cusec O.P. Unit for 100hrs/as per required site condition.

Clear Water Submersible Pumping Plant, Chlorating Plant & Voltage Stablizer for Tube well of 1200 LPM 42 M. Head

1200 LPM 42 M. Head 2900 rpm 20 H.P. Submersible Clear water pumping plant suitable to operate on 380 (± 10%) Volts 50 hz., 3phase A.C. supply (As per IS 8034-1989)

Panel for above Pump Set with Soft Starter

Main Piping and valves 150 mm dia

Guages and Fittings

Lifting Tackle 2 Tones Capacity 4.5 M. lift, spur geared chain pulley block (Tested on 3 Tones)

Special Tools and Spanners

Erection of Pumping Plant including earthing.

6.5 point wiring of Pump house for light & Fan with 2.00 sq.mm PVC insulated multi strand copper conductor cable in heavy gauge rigid PVC conduit pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and celling rose/angle/baton holder on 3mm thickphenolic laminated back light sheet etc complete in all respect as per I.E. rule including luminaries with IS amp. switch fuse unit as per instruction of Engineer-in-charge.

Supply of Electro mechanical type chlorinating plant with 0 to 6 LPH capacity pump set Suitable for 500 L.P.M. to 3000 L.P.M. discharge pumping Plant, on 10 Kg./Cm2 working pressure to feed sodiumhypochloride solution complete set, inlet & outlet connection with 100 litre capacity solution tank suitable for discharge of pumping plant.

Trial & Run of above equipment for 3 month

Provide all materials labour T&P etc. complete and construct Pump house size (3.6x3.0x3.0)m Chlorinating room size (2.50x1.8x3.0)m including bypass chamber departmental type design and drawing (drawing no-d-2) and as per specification for civil work given in the bid document, including supply of all materials, labour T&P etc. for proper completion of work as per instruction of Engineer -in -charge

Supply of all materials ladder T&P etc. for complete constructing of RCC Over Head Tank of 600 KL capacity with 18 Meter staging above ground level with main components, including cost of soil testing and assuming bearing capacity of soil as 8 MT, with suppply of design and drawing. All the water retaining components of OHT shall be casted in M-30 concrete and minimum grade of concrete of stone grit as per I.S 11682 and I.S 456 Seismic effects and wind load should be taken into consideration as per I.S 1893 for earthquake resistance and I.S 875 part-III for wind load on structure and including 1M wide RCC staircase, 1 m wide RCC m-30 balcony M.S ladder made of 50x50x6 mm angle section and 20mm plain M.S bars with hand rails of 20 mm medium class G.I pipes one aluminium ladder inside the tank from top dome to bottom dome, railling with 20mm dia medium class GI pipe (in 3 rows) on both sides of stair case, Balcony, Top dome and supported on 50x50x6 mm M.S angle section spaced at intervals not more than 1.5m proper ventilator at top dome in circular shape of 1.2 m dia water level indicator fabricated with sensor connecting to scada, litening coducter as per I.S.S 2309 or its latest amendsments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309-1969 and ISS 3013-1966 C.I manhole of min 60x60cm size with locking arrangement, supply fixing jointing of C.I.D/F Pipes of appropriate size with C.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet overflow and washout as per latest/relevent I.S specifications with all jointing materials for proper completion of work all vertical C.I.D/f pipe to be at of top apron. Supply and fixing of approriate size manually operated D/F Sluice Valve/Buter Fly Valves as per ISS 700/1969 or its latest amendments class working pressure 10kg/cm construction of bed blocks should supported on raft upto top of apron. 1:2:4 PCC with cement, coarse sand and approaved stone grift Construction of washout/ overflow chambers for sluice vales /Butter Fly Valves as per departmental type design and drawing Supply of 200 mm dia PVC pipe as I.S - 4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water works compound, painting, of all concrete surface in three coat including preparing 2mm thick base of putty and steel pipe works with three coats of approaved cement paint and anticorrasive paints.

Supply of following sizes (DI. K-7) pipes for rising main and distribution conforming to latest/relevent I.S 8329/2000 Specification complete in all respect for destination including all taxes and insurance etc with loading unloading and carting up to site of work

200 mm dia DI K-7 for Distribution

150 mm dia DI K-7 for Rising main

Supply of following sizes ISI marked H.D.P.E. Pipes 6 kg/CM2 Confirming to relevant to IS - 4984/1995 or latest amendment etc complete in all respect for distribution system conforming to latest /relevent code and specification including F.O.R destination and all taxes and insurance etc. with loading unloading and Carting upto site of work

200 mm HDPE pipe (6Kg/cm²)

160 mm HDPE pipe (6Kg/cm²)

140 mm HDPE pipe (6Kg/cm²)

110 mm HDPE pipe (6Kg/cm²)

90 mm HDPE pipe (6Kg/cm²)

75 mm HDPE pipe (6Kg/cm²)

63 mm HDPE pipe (6Kg/cm²)

Supply of following dia C.I sluice valves, class I, working pressure 10Kg/cm² confirming to IS: 780/1969 or its latest amendents, F.O.R destination etc. complete including all taxes and insurance etc with loading unloading and Carting upto site of work.

Sluice Valve - 200 mm dia

Sluice Valve - 150 mm dia

Sluice Valve - 125 mm dia

Sluice Valve - 100 mm dia

Sluice Valve - 80 mm dia

Sluice Valve - 50 mm dia

Supply of 20 mm dia screwed down type air valve with gun metal seat confirming to latest/relevent I.S Specification including all taxes and insurance carting upto site of work.

20 mm dia

Supply of under ground sluice valve type fire hydrent consisting of 80mm dia sluice valve, 80 mm dia tail pieces, 80 mm dia duck foot bend and 80 mm dia standard make iron coupling with cap and etc. complete confirming to latest/relevent I.S Specification including all taxes and insurance upto site of work and lowring them into the trenches. fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials etc. complete as per instruction of Engineer -in- charge.

80 mm dia

Supply of the following sizes of C.I. Double Flanged scour Valve Class-I working pressure 10 kg / Cm2 confirming to latest relevaent ISS FOR destination including all taxes and insurence etc complete at site of work.

80 mm dia

Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift up to 1.50m and reffling watering, remaining of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instruction of Engineer -in charge.

Ordinary Soil

Kankar Mix Soil

Carting from site store to site of work the following sizes of DI-K7 Pipe to the site of work. Lowring them into trenches and laying true to alignment and gradient including cutting and jointing of pipes for making of lenth including supply of necessary specials and jointing material including sectinal testing of pipe line etc complete for proper completion of work.

150 mm dia

Corting from site store to site of work the following sizes of HDPE Pipe to the site of work. Lowring them into trenches and laying true to alignment and gradient including cutting and jointing of pipes for making of lenth including supply of necessary specials and jointing material including sectinal testing of pipe line etc complete for proper completion of work.

200 mm dia DI K-7 Pipe

160 mm dia HDPE Pipe - 6kg/C2

140 mm dia HDPE Pipe - 6kg/C2

110 mm dia HDPE Pipe - 6kg/C2

90 mm dia HDPE Pipe - 6kg/C2

75 mm dia

63 mm dia

Carting of D/F sluice valves of following sizes to the site of work, lowering them into already prepared trenched and fixing in position in including supply of jointing material such as bolt nut, rubber insertion white lead excluding valves & specials required but including the testing etc. complete.

200 mm dia

150 mm dia

125 mm dia

100 mm dia

80 mm dia

65 mm dia

50 mm dia

Carting of scour valves of following sizes to the site of work, lowering them into already prepared trenched and fixing them in position in including supply of jointing eaterial such as bolt rubber insertion white values and specials required but including the testing etc. complete.

80 mm dia

Carting of 50 mm dia screwed down air valve following sizes to the site of work , lowering them into already prepared trenched & fixing them in positon in including boring & threading the main etc. complete &including the cost of bailing out of water. supply of jointing material such as boly nut, rubber inserting white lead required & including the testing etc. complete.

Carting of 80 mm dia flanged fire hydrant to the site of work , lowering them into already prepared trenched & fixing them in position with existing flanged tee including boring & threading the main etc. complete & including the cost of bailing out of water supply of jointing material such as bolt nut, ruber insertion white lead values & specials required & including the testing etc. complete.

Construction of following type chamber as per department type design and drawing including Heavy duty M.S manhole Cover and all materials, labour, T&P etc complete for proper completion of work as per instruction of Engineer -in -Charge.

Sluice Valve Chamber (masonry Type) (drawing no. D-4)

Sluice Valve Chamber (Surface Type) (D-4)

Fire hydrant (Drawing No. D-5 Type) chamber

Air Valve Chamber (Drawing No. D-6)

Scour Valve Chamber (Drawing No. D-4)

Design construct Thrust made in R.C.C with cement cement, coarse sand & 20 mm & gauge stone ballast in propotion of 1:1.5:3, for pipe line, including supply of MS reinforcement wrought to required shape as nacessary, its bending, fixing & binding the 0.50 mm Thick binding wire in position & necessary centering & shutring including curring and supply of all materials, labour, T&P etc. required for proper completion of the work and as per specification for RCC work as per instruction of Engineer -in - charge.

Mild steel or iron work in R.C.C wrought to required shape as necessary for thrust block including bending for completion of the work including supply of steel & wastage as per instruction of Engineer -in- Charge.

Provide all materials labour T&P etc. construct single room staff quarter/ 1/2 set at water works site indentified by the Engineer -in-charge as per departmental type design and drawing and specification of civil work laid down in the bid, including all material labour, T&P etc complete for proper completion of work as per instruction of Engineer -in charge. (Drawing No.D-7)

Dismatling of following type of surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of50m as per instruction of Engineer -in charge.

B.O.E Surface

Bitminous surface

C.C. Road

Interlocking Tiles Road

Reinstatement of the following type of road surface with old and stacking of serviceable supply of all materials, labour, T&P etc required for proper completion of work as per instruction of Engineer -in charge.

B.O.E Surface (Assuming 25% new brick and 75% old bricks used)

Bituminous Tiles Road

C.C. Road

Interlocking Tiles Road

Provision for following types of culvent crossing (drawing no.D-9) as per departmental type design and drawing including shifting of telephone cable etc. along the aligment of pipe line including supply of D.I pipes and specials, and their laying and jointing testing etc. complete as per instructions of Engineer -in charge.

Large Culvert Crossing (above 3.00m)

Small Culvert Crossing (upto 3.00m)

Provision for following types of road crossing cassing of pipe etc. complete (Drawing no..D-9) as departmental type design and drawing and as per instruction of Engineer -in-charge.

Large road crossing (above 3.00m)

Small raoad crossing (upto 3.00m)

Making house connection from distribution line to outer wall of house with supply of G.I pipe (Average 6.0mtr) including specials Brass ferrule, saddle clamp etc of suitable size T&P etc. including exacavation laying jointing for proper completion of work as per insruction of Engineer -in-charge.

Construction of single tap pillar type stand post as per design as per instruction of Engineer -in charge.