UP Jal Nigam Tender

Drilling of bore by 500mm from 170 to 300 M

Logging of Bore hole and Testing

Supply & lowering of 300mm MSERW 7.1 mm thick housing pipe including accessories, welded by ferrospeed rod - from GL to 45 m BGL

Zone Testing

Providing Private vehicle for watch & ward during work period.

Supply & lowering of 150mm MSERW 7.1 mm thick Slotted pipe/Plain Pipe including accessories, welded by ferrospeed rod - from 45 m BGL to 275 m BGL

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

Transportation, erection and dismantaling of 600 PSI air compressor and its camp equipages.

Development of Tubewell by 600 PSI AIR COMPRESSOR for 50 hrs/as per required site condition.

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

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

Chemical Test of Water sample

Supply of 90 mm dia size 10 kg/cm squre Pressure P.V.C. pipe, 300 mm and 150 mm M.S. clamp, lowering of 90 mm PVC pipe from both side of T/W upto 160 m BGL and sealing of T/W upto 159 m BGL in 1 M height with slurry of cement with help of 1.5" dia size G.I. Pipe, and packing of bore hole with ordinary soil upto 158 M. BGL as per directio of Engineer in charge.

Clear water submersible pumpng plant 1100 lpm, 40 meter head Chlorinating plant and automatic servo voltage stabilizer.

1100 lpm, 40 meter head 2900 r.p.m 17.5 H.P. sub clear water pumping plant and suitable out put volt on 400 ± 10% Volts 50 HZ. 3 phase A.C. Supply As per IS 1.5 8034-1989

Automatic Star Delta Starter 17.5 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 2.5 Tones)

Special Tools, Spanners and electric resistance ruber sheet.

Installation of Pumping Plant including earthing.

Commissioning and Testing of Pumping Plant

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.

Water works compound with solar panel and LED Light with all accessories.

Supply of Electro mechanical type chlorinating plant with 0 to 6 LPH capacity pump set Suitable for 500 L.P.M. to 2000 L.P.M. discharge pumping Plant, on 10 Kg./Cm2 working pressure to feed sodiumhypochlorite 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 30 KVA fully copper winding three phase A.C. supply 50 HZ input voltage 90-500 output voltage 400 Volt ± 1% with transformar oil, casting wire & power cable and earthing its complete in all respect.

Electromagnetic online flow meter of 100 mm dia size

Clear water spare submersible pump set of 1100 lpm, 40 mtr Head, of 17.5 H.P.

Simple Automation of Sub. Pumping Plant ON-OFF facility according to O.H.T. level with the help of G.S.M. Controller Complete Kit and level controller/sensor kit.

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.

Construction of brick drain 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 350 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 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 HDPE 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.

200 mm dia

Supply of following sizes HDPE pipes for rising main conforming to latest/relevant I.S. 4984/1995 Specifications with all jointing materials such as 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.

200 mm dia HDPE pipe (6 Kg/cm²)

140 mm dia HDPE pipe (6 Kg/cm²)

110 mm dia PVC pipe (6 Kg/cm²)

90 mm dia PVC pipe (6 Kg/cm²)

63 mm dia PVC 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 - 200 mm dia

Sluice valve - 125 mm dia

Sluice valve - 100 mm dia

Sluice valve - 80 mm dia

Sluice valve - 50 mm dia

Scour valve - 50 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 half 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

Re-instatement of Following type of surfaces as per departmental specifications and 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)

Provision for Crossing of road by trenchless technique including shifting of telephone cables etc. and supply of GI pipe complete.

Making house connection from distribution line to outer wall of house, with supply of MDPE and G.I. pipe (Average 10.0 mtr.) including specials, Brass ferrule, Saddle clamp etc. of suitable size, and fixing GI pipe with 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.