UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date
5 Nov 2019Closing Date
13 Nov 2019Tender Amount
₹ 1,57,08,176Costs
EMD
₹ 2,00,000Document Cost
₹ 11,200Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_UPJNM_399965_1Tender No
3113/203/174dt18-10-19Tender Authority
UP Jal Nigam ViewPurchaser Address
-Website
http://http://jn.upsdc.gov.in/
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Documents
BOQ Items
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.
1
33297
33297.5
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
150
44122
294.15
Earth filling work for proper leveling of water work site, 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..
260
95305
366.56
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.
1
122879
122879.65
Construction of Tube Well capable of providing 800 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 and electrical logging of borewell as per specification : Provision for suitable size trial boring including 3 zone testing by lowering of pump set. sealing of strata & development etc. complete job including all materiaal .
-Telescopic boring upto total depth of 150 m BGL consisting of drilling including logging of bore well by suitable electrical logger as following : -675 mm dia. bore from G.L. to 65 m BGL -550 mm dia. bore from 65 to 90m BGL -550mm dia bore from 90 to 120 m BGL -550mm dia bore from 120 to 150 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 7.1mm thick MSERW plain pipe from GL to 60m BGL . 150 mm dia 7.1mm thick MSERW plain pipe from 60m BGLto 140m 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.
1
1592817
1592817.5
Supply and installation of 800 LPM, 56 meter head 17.50 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.
1
625432
625432.5
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.
1
16150
16150
Provision for LED Light in water work campus with all accessories and fitting.
1
23750
23750
Supply, installation & commissioning of suitable capacity Automatic Voltage stabilizer input voltage 230-450±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.
1
190000
190000
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.
1
390925
390925
Provide all materials, labour, T&P etc. complete and construct Pump house cumChlorinating room size (3.60x3.00x3.00)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.
1
314760
314760.65
Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of 200 KL capacity with 12 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.
1
3515000
3515000
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.
4591.47
783626
170.67
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
35
38145
1089.88
Supply of following sizes pipes for distribution system conforming to latest/ relevant I.S. 4984/1995 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.
-
-
-
140 mm dia PVC Pipe 6.kg/cm2
123
36555
297.2
110 mm dia PVC Pipe 6.kg/cm2
84
15897
189.26
90 mm dia PVC Pipe 6.kg/cm2
8106
1099335
135.62
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- 150 mm dia
1
17255
17255.92
Sluice valve- 80 mm dia
7
33008
4715.5
Scour valve- 50 mm dia
2
7550
3775
Supply of 25 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.
1
2565
2565
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.
1
3325
3325
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)
5
111601
22320.25
Sluice valve chamber (surface box Type)
5
6930
1386.05
Fire Hydrant chamber
1
5546
5546.1
Air Valve Chamber
1
5263
5263.95
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.
1.66
17719
10674.54
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.
47
2969
63.18
Provide all materials labour, T&P etc. and construct half set of two roomed staff quarter for pump operators( for 2 no.) complete in all respect as per departmental type design and drawing
1
520563
520563.9
Dismantling and reinstatement 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 (with old bricks)
775.75
85123
109.73
B.O.E. Surface (with new bricks)
517.17
158838
307.13
Bituminous surface
88.13
125585
1425
C.C. Road
2394.66
3412390
1425
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.
-
-
-
Nala Crossing
25
83125
3325
Culvert Crossing
10
95000
9500
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.
580
1377500
2375
Provision for trial and run of the scheme for 3 months including chlorine supply, excluding electricity charges etc all complete.
3
36000
12000
Construction of single tap pillar type stand post as per type design as per instructions of Engineer -in -charge.
13
49918
3839.9
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