UP Jal Nigam Tender

Provision for trial and run of the scheme for 3 months.

Supply of all materials labour T&P etc. compete and construction of R.C.C. (M30 Grade) Over Head Tank of 275 KL capacity and 16 Meter staging above ground level with main components, including cost of soil testing and assuming bearing capacity of soil as 8 MT. All the components of OHT cast in M30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S.456 Minimum depth of foundation below original ground level will be 2.5M. 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 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 / 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 sluice / butter fly valves chamber 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.

Sealing of Strata of T.W. up to 162 mts. With the help of cement slurry and soil including supporting material like 90 mm dia PVC pipe, 1.5'' dia G.I, Pipe. Clamp, jointing material extra etc. complete in all respect as per Engineer - in - charge.

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.

250 mm dia DI K- 7 PIPE

200 mm dia DI K- 7 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.

Sluice valve - 125 mm dia

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.

Culvert Crossing

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.

Bituminous surface

Interlocking

Scour valve - 50 mm dia

CC Road

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

63mm dia HDPE-100 Pipe (6kgf/cm2)

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

Sluice valve - 200 mm dia

Scour Valve Chamber (drawing no.D-4)

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, 25 KVA Transformer with Double Pole Sub Station including security charges , Energy Meter, System loading charges , Fixed charges, processing fees etc completed in all respect.

B.O.E. surface

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.

Sluice valve - 80 mm dia

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.

Construction of Tube Well capable of providing 600 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 150 m BGL consisting of drilling including logging of bore well by suitable electrical logger as following : - 625 mm dia. bore from G.L. to 160 m BGL. - 500 mm dia. bor from 160 m to 275 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 7.1mm thick MSERW plain pipe from GL to 42m BGL . 150 mm dia 7.1mm thick MSERW plain / slotted pipe 42m to 250 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.

Bituminous surface

B.O.E. surface

Sluice valve - 65 mm dia

Sluice valve - 150 mm dia

Sluice valve chamber (masonry Type) (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)

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.

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.

Making house connection with 20 MM (O.D.) MPDE pipe and G.I. pipe with Tap in distribution line including cast of c.c. grouting for support, cost of ferrule, saddle, Labour, T&P etc. complete as per instructions of Engineer -in -charge. (drawing no.D-12)

75mm dia HDPE-100 Pipe (6kgf/cm2)

Provision for following types of Culvert 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.

Sluice valve - 50 mm dia

Provide all materials, labour, T&P etc. complete and constructed Pump house size (3.60x3.0x3.0)m, Chlorinating room size (1.8x1.30x3.0)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 construction of One Room Set staff quarter at water works ite 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. (as per attached Drawing )

Supply of under ground sluice value type fire hydrant consisting of 80/65 mm dia sluice valve,80mm dia tail pieces, 80mm dia duck foot bend and 63 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.

Fire Hydrant(drawing no.D-5) chamber

Air Valve Chamber (drawing no.D-6)

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.

CC Road

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

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.

Construction of 1.2 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 2.0 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)

6 point wiring of Pump house for light with 2.00 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.

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

Interlocking

Construction of Single pillar type Stand Post including all material labour ,T&P etc complete as per departmental type design.

Supply and fixing of 3.6 m x 1.20 m MS gate with wicket gate for pump house no -1 and 3.60m wide ms gate for pump house no -2 including construction of RCC pillars of size 1.35m x0.23m x0.23m 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.

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