UP Jal Nigam Tender

Drilling of bore by 500mm from 50 to 150 M (for 2 No. TW)

Supply & lowering of 300mm MSERW 7.1 mm thick housing pipe including accessories, welded by ferrospeed rod - from GL to 45 m BGL (for 2 No. TW)

Supply & lowering of 150mm MSERW 7.1 mm thick Sloted pipe/Plain Pipe including accessories, welded by ferrospeed rod - from 45 m BGL to 135 m BGL (for 2 No. TW)

Supply & Shrouding of Lal kuwan Pea Gravel of 1.6-4.8 mm size.(as per IS:4097-1988) or as per requirement. (for 2 No. TW)

Transportation, erection and dismentaling of 250 PSI air compressor and its camp equipages.

Development of Tubewell by 250 PSI AIR COMPRESSOR for 60 hrs/as per required site condition. (for 2 No. TW)

Transportation, erection and dismentaling of O.P. Unit and its camp equipages.

Development of Tubewell by O.P. Unit for 100hrs/as per required site condition. (for 2 No. TW)

Clear Water Submersible Pumping Plant, Chlorating Plant & Voltage Stablizer for Tube well of 1000 LPM 40 M. Head

1000 LPM 40 M. Head 2900 rpm 15 H.P. Submersible Clear water pumping plant suitable to operate on 400 (± 10%) Volts 50 hz., 3phase A.C. supply (As per IS 8034-1989)

Automatic Star Delta Starter 15 HP

Main Piping and valves 100 mm dia

Guages & 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.

Fully automatic Servo Voltage Stablizer having capacity 25 KVA fully copper winding three phase A.C. supply 50 HZ input voltage 250-450 output voltage 400 Volt ± 1% with transformar oil, casting wire & power cable and earthing its complete in all respect.

Trial & Run of above aquipment for 3 months

Construction of 1.3 m high and 115mm thick boundary wall with 230 mmx230 mm thick pillar made in Brick masonry in 1 cement and 4 sand mortar, the spacing between two pillar should not be more than 3.0 m c/c and the depth of foundation should not be less than 0.60m, at the site of water works as per departmental type design and drawing, and, as per specifications given in the bid document including supply of all materials, labour T&P etc.for proper completion of work as per instructions of Engineer -in -charge. (Drawing No.D-1)

Supply and fixing of 3.6 m x 1.20 m MS gate including fabrication and supply of steel and construction of bounary wall pillars of size 1.35mx0.23mx0.23m with ornamental brick work 115mm th. around RCC, as per departmental type design and drawing (Drawing No. D-1) and as per specifications laid down in the bid document, including supply of all material, labour,T&P etc.required for proper completion of work as per instructions of Engineer-in-charge.

Supply and fixing of 1.2m wide MS wicket gate including fabrication and supply of steel and construction of boundary wall pillars etc. as per specifications laid down in the bid document, including supply of all material, labour,T&P etc.required for proper completion of work as per instructions of Engineer-in-charge.

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

Earth filling work for proper leveling of water work site, in accordance with the contour map and Grid map of existing site enclosed (Drawing no.D-1), including leveling, dressing, excavation and filling of earth where necessary and also including all labour, materials, T&P etc.required for proper completion of works and also including carriage of earth from within a distance of about 8 km. from the site of works as per instructions of Engineer -in -charge.

Laying of 200mm dia PVC pipe for disposal of waste water from water works compound to near by pond as per instructions of Engineer -in -charge.

Provide all materials, labour, T&P etc. complete and construct Pump house size (3.6x3.0x3.0)m Chlorinating room size (2.80x1.5x3.0)m as per departmental type design and drawing (drawing no-D-2) and as per the specifications for civil work given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in -charge.

Provide all materials, labour, T&P etc. complete and constructed Bye-pass chamber for pump house as per departmental type design and drawing (drawing no.D-3) and as per the specifications for civil work given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in -charge.

Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of 400 KL capacity with 14 Meter staging above ground level with main components, including cost of soil testing and assuming bearing capacity of soil as 8 MT, with supply of design and drawings. All the water retaining components of OHT shall be casted in M-30 concrete and minimum grade of concrete of foundation and staging should be M-25 with approved cement, coarse sand and 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 R.C.C. M30 balcony, M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes, One aluminum ladder inside the tank from top dome to bottom dome, R.C.C. railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case, supported on 50x50x6mm 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 automation, Lightening conductor as per I.S.S.2309 or its latest amendments 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 / relevant I.S. specifications with all jointing materials for proper completion of work, Supply and Fixing of appropriate size manually operated D/F Sluice Valve / Butter Fly Valves as per ISS 700/1969 or its latest amendments class “A” working pressure 10 Kg/cm2, Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit , Construction of washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing, Supply of 200 mm dia PVC pipe as per 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 and steel pipe works with three coats of approved cement paint and anticorrosive paints.

Extra for cost variation due Soil bearing capacity from assumed bearing capacity of 8 MT/Sqm.

Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming 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 instructions of Engineer -in -charge.

Supply of following sizes (D.I. K-7) pipes for rising main conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as CIS/S or D.F specials conforming to latest /relevant I.S. specifications, suitable for D.I pipes, as per IS-1239 /2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches).all complete as per instructions of Engineer -in -charge.

150 mm dia

Supply of following sizes (D.I. K-7) pipes for rising main conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as CIS/S or D.F specials conforming to latest /relevant I.S. specifications, suitable for D.I pipes, as per IS-1239 /2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches).all complete as per instructions of Engineer -in -charge.

250 mm dia D.I. K-7

200 mm dia D.I. K-7

160 mm dia HDPE pipe (6 Kg/cm²)

140 mm dia HDPE pipe (6 Kg/cm²)

110 mm dia HDPE pipe (6 Kg/cm²)

90 mm dia HDPE pipe (6 Kg/cm²)

Supply and carting up to site of work of the following dia C.I. butterfly /sluice valves, class I, working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments, F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete .including all taxes and insurance, as per instructions of Engineer -in -charge.

Sluice valve - 250 mm dia

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

Scour valve - 80 mm dia

Supply of 20 mm dia screwed down type air valve with gun metal seat conforming to latest/relevent I.S. specifications including all taxes and insurance, carting up to site of work and lowering 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 instructions of Engineer -in -charge.

Supply of under ground sluice value type fire hydrant consisting of 80 mm dia sluice valve, 80mm dia tail pieces, 80mm dia duck foot bend and 80 mm dia standard makes iron coupling with cap and etc. complete conforming to latest/relevent I.S.specifications including all taxes and insurance up to site of work and lowering 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 instructions of Engineer -in -charge.

Construction of following type chambers 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 instructions of Engineer -in -charge.

Sluice valve chamber (masonry Type) (drawing no.D-4)

Sluice valve chamber (surface box Type) (D-13)

Fire Hydrant(drawing no.D-5) chamber

Air Valve Chamber (drawing no.D-6)

Scour Valve Chamber (drawing no.D-4)

Design and construct Thrust Block made in R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3, for pipe line, including supply of MS reinforcement wrought to required shape as necessary ,its bending, fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge. (drawing no. D-14)

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

Provide all materials labour, T&P etc. construct full set staff quarter / office room at water works site identified by the Engineer-in-charge as per department type design and drawing and specifications of civil works laid down in the bid document, including all material labour, T&P etc complete for proper completion of work as per instructions of Engineer -in -charge. (Drawing No.D-7)

Dismantling of Following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m as per instructions of Engineer -in -charge.

B.O.E. surface

Bituminous surface

C.C. Road

Interlocking Tiles Road

Provision for following types of Culvert / road crossing (drawing no.D-9) as per departmental type design and drawing including shifting of telephone cables etc. along the alignment 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 / road Crossing (above 3.00m)

Small Culvert/ road Crossing (upto 3.00m)

Making house connection from distribution line to outer wall of house, with supply of G.I. pipe (Average 10.0 mtr.) including specials, Brass ferrule, Saddle clamp etc. of suitable size, providing and fixing 110mm PVC pipe for stand post and filling concrete 1:2:4 T&P etc. including excavation, laying and jointing for proper completion of work as per instructions of Engineer-in-charge. (drawing no.D-12).

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