UP Jal Nigam Tender

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 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

Provide all materials labour T&P etc. complete and construct Pump house size (3.60x3.00x3.00)m Chlorinating room size (2.50x1.80x3.0)m including bypass chamber departmental type design and drawing 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

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.

Supply of all materials ladder T&P etc. for complete constructing of RCC Over Head Tank of 150KL capacity with 16 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 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 150 mm dia DI K-7 for Rising main

Supply of following sizes ISI marked HDPE Pipes 6 kg/CM2 Confirming to relevant to IS - 4985/2000 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 160mm HDPE (6Kg/cm²)

110 mm HDPE pipe (6Kg/cm²)

90 mm HDPE pipe (6Kg/cm²)

75 mm HDPE (6Kg/cm²)

63mm HDPE (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 - 150mm dia

Sluice Valve - 100 mm dia

Sluice Valve - 50mm 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 50 mm dia 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.

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.

Carting from site store to site of work the 150 mm dia DI-K9 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.

Carting 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. 160 mm dia HDPE Pipe - 6kg/C2

110 mm diaHDPEPipe - 6kg/C2

90 mm diaHDPEPipe - 6kg/C2

75 mm diaHDPEPipe - 6kg/C2

63mm diaHDPEPipe - 6kg/C2

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. 150mm dia

100 mm dia

50mm dia

Carting of 50 mm dia 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 material such as bolt rubber insertion white values and specials required but including the testing etc. complete.

Carting of 20 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)

Sluice Valve Chamber (Surface Type)

Fire hydrant chamber

Air Valve Chamber

Scour Valve Chamber (Surface Type)

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

Bituminous Tiles Road

C.C. Road

Interlocking Tiles Road

Provision for following types of culvent crossing 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. Small culvert Crossing (upto 3.50m)

Large culvert Crossing (above 3.50m)

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. Small culvert Crossing (upto 3.50m)

Large culvert Crossing (above 3.50m)

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.