UP Jal Nigam Tender

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.

Laying of 80mm thick CC Tile Soling for approach road in water works including dressing surface & including supply of tile, filling of joints with local sand spreading and blinding coat of 10mm to 25mm deep of local sand over the entire surface and including all labour T&P etc required.

Earth filling work for proper leveling of water work site and other places, 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.

Construction of ground water recharge unit collected from roof top of pump house & staff quarter, water available from bye pass of tubewell and overflow of over head tank as per departmental type design and drawing including supply of all materials, labour, T&P etc. complete.

ZONE-1 Construction of Tube Well capable of providing 1600 LPM and sand free discharge, including MS Pipes, Drilling of bore, supplying, fixing & lowering of housing pipe as per IS : 4270 including M.S. sockets duly welded with M.S. electrodes to have extra strength. Tubewell Assembly containing of MSERW housing pipe, Plain/ Slotted pipe, M.S. reducer, M.S. bail plug, M.S. Clamp, well Cap, M.S. rings, Centre guide, etc of desired size. Development by Air compressor & O.P. Unit. with transportation of all materials, T&P etc required for proper completion of work including testing of water sample as per specification : -Telescopic boring upto total depth of 200 m BGL consisting of drilling including logging of bore well by suitable electrical logger as following : -675 mm dia. bore from G.L. to 60 m BGL -550 mm dia. bore from 60 to 90 m BGL -550 mm dia. bore from 90 to 120 m BGL -550 mm dia. bore from 120 to 130 m BGL -Supplying,fixing and lowering of pipe including supply and shrouding of Lal kuan Pea Gravel 1.6-4.8 mm size for T.W. (as per requirement) as per IS:4097-1988, plain/slotted pipe as following 300 mm dia M.S.Housing pipe from GL to 54 m BGL 200 mm dia blind/slotted pipe from 54 to 90m BGL 200 mm dia blind/slotted pipe from 90 to 120 m BGL - Supply of suitable size M.S. Reducer, M.S. bail plug, M.S. clamp, M.S. well cap, M.S. rings, suitable number of centre guide & support girder etc as per requirement. - Development of Tubewell by Air Compressor by minimum 250 PSI / as per requirement and as per specification. - Development of Tubewell by suitable capacity O.P. unit. Note : Depth of Tubewell is tentative however actual depth will depend upon the availability of suitable aquifer to achieve the required sand free discharge. Hence as per the actual bored depth of tubewell proportionate deduction/escalation (per meter depth) on pro-rate basis will be applicable.

ZONE-2 Construction of Tube Well capable of providing 200 LPM sand free discharge, including MS Pipes, Drilling of bore, supplying, fixing & lowering of housing pipe as per IS : 4270 including M.S. sockets duly welded with M.S. electrodes to have extra strength. Tubewell Assembly containing of MSERW housing pipe, Plain/ Slotted pipe, M.S. reducer, M.S. bail plug, M.S. Clamp, well Cap, M.S. rings, Centre guide, etc of desired size. Development by Air compressor & O.P. Unit. with transportation of all materials, T&P etc required for proper completion of work including testing of water sample as per specification : -Telescopic boring upto total depth of 200 m BGL consisting of drilling including logging of bore well by suitable electrical logger as following : -550 mm dia. bore from G.L. to 60 m BGL -450 mm dia. bore from 60 to 90 m BGL -450 mm dia. bore from 90 to 110 m BGL -Supplying,fixing and lowering of pipe including supply and shrouding of Lal kuan Pea Gravel 1.6-4.8 mm size for T.W. (as per requirement) as per IS:4097-1988, plain/slotted pipe as following 200 mm dia M.S.Housing pipe from GL to 54 m BGL 150 mm dia blind/slotted pipe from 54 to 90m BGL 150 mm dia blind/slotted pipe from 90 to 100 m BGL - Supply of suitable size M.S. Reducer, M.S. bail plug, M.S. clamp, M.S. well cap, M.S. rings, suitable number of centre guide & support girder etc as per requirement. - Development of Tubewell by Air Compressor by minimum 250 PSI / as per requirement and as per specification. - Development of Tubewell by suitable capacity O.P. unit. Note : Depth of Tubewell is tentative however actual depth will depend upon the availability of suitable aquifer to achieve the required sand free discharge. Hence as per the actual bored depth of tubewell proportionate deduction/escalation (per meter depth) on pro-rate basis will be applicable.

Zone 1 Supply and installation of 1600 LPM, 49 meter head 30 H.P. submersible clear water Pump set (As per IS 8034:1989) including switch gear (cubical panel board, starter, cable, power wiring & earthing etc) necessary tools, main piping & valves, pressure gauge, depth gauge with their fittings, double earthing. Supply and fixing of suitable size chlorinating plant. Supply and fixing of 2 ton capacity 4.5 m lift chainpully block, Electric resistance rubber sheet of 1x2 m size 12.5 mm thick, complete in all respect as per detailed specifications. (All supply will be done after the approval of Engineer-in-charge.

Zone 2 Supply and installation of 200 LPM, 41 meter head 5 H.P. submersible clear water Pump set (As per IS 8034:1989) including switch gear (cubical panel board, starter, cable, power wiring & earthing etc) necessary tools, main piping & valves, pressure gauge, depth gauge with their fittings, double earthing. Supply and fixing of suitable size chlorinating plant. Supply and fixing of 2 ton capacity 4.5 m lift chainpully block, Electric resistance rubber sheet of 1x2 m size 12.5 mm thick, complete in all respect as per detailed specifications. (All supply will be done after the approval of Engineer-in-charge.

6 point wiring of Pump house for light with 1.00 sq.mm PVC insulated multi strand copper conductor cable in rigid PVC condult pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and celling rose/angle/baton holder on 3mm thick phenolic laminated back light sheet etc complete in all respect including luminaries with IS amp. switch fuse unit as per instruction of Engineer-in-charge after approval of drawing.

Provision for solar panel & LED Light in water work campus with all accessories and fitting.

Supply, installation & commissioning of suitable 40 kvA capacity SERVO Voltage stabilizer input voltage 240-450±6% or suitable range as per site condition and output voltage 415 ±1 %, 3 phase 50 C/S AC for satisfactorily run the above pump set, complete in all respect as per detailed specifications.

ZONE-1 Erection & commissioning of Transmission line of ACSR weasel conductor including all materials i.e. poles, conductors , insulators, required cable, etc from the nearest existing H.T. line Supply & fixing of 11KV/0.4kV, 63 KVA Transformer with Double Pole Sub Station including security charges , Energy Meter, System loading charges , Fixed charges, processing fees etc completed in all respect.

Zone-2 Provision of 6.1 KW Poly crystalline silicone solar PV module Capable of running 5 H.P. submersible A.C. motor at Fatehpur W/s scheme Distt-shamli with A.C. converter of suitable size including MPPT with dry run switch, control panel, PV module of Approx, size 900mm x 1800mm with Power Conditioning unit complete with LED/LCD display complete with installation & Full safety and O&M arrangments as to ensure full operational system throughout the year. & proper safety arrangements with 5 year maintenance of solor Plant.

1st Class brick work in 1:6 cement and local mortar in foundation and plinth including supply of all material, labour T&P etc. required for proper completion of work.

1st Class brick work in 1:4 cement and local mortar in super structure including supply of all material, labour T&P etc. required for proper completion of work.

12mm thick plaster with cement and local sand mortar 1:6 over brick work including supply of all material, labour T&P etc. required for proper completion of work.

Provide all materials, labour, T&P etc. complete and construct Pump house size (3.6x3.0x3.0)m Chlorinating room size (2.5x1.8x3.0)m as per departmental type design and drawing 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 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.

Zone 1 Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of 350 KL capacity with 14 Meter staging above made up level with main components, including cost of soil testing and assuming bearing capacity of soil as 8 MT per sqm, with supply of design and drawings.Made up level of O.H.T. will be taken as 0.60 m above existing ground level.Extra earth required for made up level will be arranged by the contractor at his own cost.If the bearing capacity of soil is found less than 8 T/m2 as per testing agency report the contractor will submit the design on the B.C proposed by the testing agency.No extra payment will be paid for this change. If the B.C. found more than 8 T/m2 as per testing report than the design of O.H.T. done at B.C. 8 T/m2 and depth 2.50 m or the depth suggested by testing agency. 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 and all around the bottom & top dome, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m, Box type enclosure at the entrance of the staircase having locking arrangements, 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(150 mm dia), outlet(200 mm dia), overflow(200 mm dia) and washout(150 mm dia) as per latest / relevant I.S. specifications with all jointing materials for proper completion of work, Supply and Fixing of appropriate size manually operated C.I.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,construction of R.C.C floor, apron and 150 mm dia semi-circular drain, 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.

Zone 2 Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of 25 KL capacity with 8 Meter staging above made up level with main components, including cost of soil testing and assuming bearing capacity of soil as 8 MT per sqm, with supply of design and drawings.Made up level of O.H.T. will be taken as 0.60 m above existing ground level.Extra earth required for made up level will be arranged by the contractor at his own cost.If the bearing capacity of soil is found less than 8 T/m2 as per testing agency report the contractor will submit the design on the B.C proposed by the testing agency.No extra payment will be paid for this change. If the B.C. found more than 8 T/m2 as per testing report than the design of O.H.T. done at B.C. 8 T/m2 and depth 2.50 m or the depth suggested by testing agency. 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 and all around the bottom & top dome, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m, Box type enclosure at the entrance of the staircase having locking arrangements, 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(150 mm dia), outlet(200 mm dia), overflow(200 mm dia) and washout(150 mm dia) as per latest / relevant I.S. specifications with all jointing materials for proper completion of work, Supply and Fixing of appropriate size manually operated C.I.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,construction of R.C.C floor, apron and 150 mm dia semi-circular drain, 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.

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.

200mm dia

80 mm dia GI Pipe

Supply of following sizes pipes for distribution system conforming to latest/ relevant I.S. 4985/2000 Specifications with all jointing materials and specials conforming to latest /relevant I.S. specifications 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 D.I. Pipe Class K-7

160 mm dia HDPE Pipe (PE-100) 6 Kg/cm2

140 mm dia HDPE Pipe (PE-100) 6 Kg/cm2

110 mm dia HDPE Pipe (PE-100) 6 Kg/cm2

90 mm dia HDPE Pipe (PE-100) 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 - 80 mm dia

Scour valve -80mm 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)

Sluice valve chamber (surface box Type)

Fire Hydrant chamber

Air Valve Chamber

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.

Mild Steel or Iron work In RCC wrought to required shape as necessary including bending for proper completion of the work including supply of steel and wastage etc.

Provide all materials labour, T&P etc. and construct half set of two roomed staff quarter for pump operators( for 1 no.) complete in all respect as per departmental type design and drawing.

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 C.C. tiles road

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

B.O.E. Surface (60 %with new bricks and 40 % with old brick)

Bituminous surface

C.C. Road

C.C. interlocking tiles road ncluding dressing of surface, filling of joints with local sand etc. complete.

Provision for following types of Culvert crossing 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.

Nala Crossing / culvert crossing

Making house connection from distribution line to inner wall of house, with supply of G.I. pipe (Average 10.0 mtr.) including specials, Bib cock, Brass ferrule, Saddle clamp etc. of suitable size, T&P etc. including excavation, laying and jointing for proper completion of work as per instructions of Engineer-in-charge.

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