Uttarakhand Jal Sansthan Tender
View complete overview of Uttarakhand UJS Tender
Uttarakhand Jal Sansthan - UJS Tender
Civil And Construction
Eprocure
Opening Date21 Dec 2022
Closing Date4 Jan 2023
Tender Amount₹ 1,71,65,220
Costs
EMD
₹ 3,68,200Document Cost
₹ 4,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_UKJS_53066_6Bid Award Id
ViewTender No
4011/E-Tender Notice/2022-23 Dt 09.12.2022Tender Authority
Uttarakhand Jal Sansthan ViewPurchaser Address
-Website
http://http://ujs.uk.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Dismantling of Rig Machine & clearance of site after satisfactory completion of work
1
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Drilling of Borehole from GL to 90 mtr. BGL
120
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-
Preparing and lowering of Tubewell assembly starting from G.L. to the required depth including cutting, welding as required at site complete with all T&P required. - Supply & lowering of 300mm dia MS ERW fincut 7.9mm thick plain pipe
60
-
-
Supply & lowering of 300mm dia MS ERW fincut 7.9mm thick slotted pipe
60
-
-
Supply & fixing of 300mm dia, 8mm thick tubewell cap.
1
-
-
Supply & fixing of 300mm dia M.S.D. housing clamp and Grider set.
1
-
-
Supply & fixing of 300 mm dia Bail plug.
1
-
-
Supply and Shrouding of Pea gravel in between bore & tubewell assembly to the entire depth of Tubewell
40
-
-
Development of tubewell by 350 PSI/1100 CFM Air compressor
70
-
-
Development of tubewell by the suitable capacity O.P. unit including supply & installation of pumping plant.
40
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-
Geohydrological survey of site
1
-
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Chemical & bacteriological testing of water sample
1
-
-
Pump and Related Electrical Items - Supply of Energy Efficient Submersible Pumpsets of various duty parameters, Make KSB - Pump of 800 LPM dischage at 101 m head with 35 HP electric motor (TW-1 to OHT-1)
1
-
-
Supply and installation of Dry Auto transformer start ATS type starter cum panel for submersible motors incluing capacitor . For operation on 400 volts+/- 10% three phase 50 c/s AC supply complete with Cu bus bar, internal interconnection and comprising of AUTO TRANSFORMER STARTER, Electronic over load, Single phasing, reverse phasing protection relays and under and under voltage protection,with Metering & Protection calss CT, Time Delayed Capacitor duty contactor operated LT power capacitor, single phase preventor, indicating lamp, door switch with complete internal connection by copper wire & should be suitable toi integrate Multi function power meter for following duties of Pump motors. - (16-50)HP
1
-
-
Pumping Plant accessories for tube wells including earthing material, piping & valves, gauges, required tools for maintenance, chain pully block, 2 ton capacity, rubber resistance sheet, testing of plant at site and painting entire insttlalation etc. as per unit estimate complete.
1
-
-
Industrial Grade electrification of Pump House and Pump House Camps with Copper wiring in UPVC conduit.
1
-
-
Supply, Installation, Testing and Commissioning of Lrag gateway sensor system suitable for based chemical dosing system suitable for providing automatically data residual chlorine, flow meter and pressure incl. all supply of material testing of sensor at site and painting entire installation etc. as per unit estimatr complete .
1
-
-
Supply, Installation, Testing and Commissioning of Microprocessor based chemical dosing system suitable for providing automatically variable controlled dose of chemical to maintain required PPM of chemical with required accessories and 200 litres tank, wall mounting suitable for delivery upto 8 liters of chemical solution/sodium Hypo chloride solution per hours under maximum delivery pressure upto 5 kg/cm2 and Suction lift not less than 1.5 meter with accessories (i.e. Valve, Nozzle,200 liters PVC Tank etc complete)
1
-
-
Supply, installation, Testing and commissioning of Three Phase Digital rolling contact servo voltage stabalizer suitable for unbalanced voltage and unbalanced load including fixing of proper size copper lugs on input and output cabels on both ends at differnt sits on Turn key basis including five year free maintaince - Input voltage 280-460 volts(phase to phase) - Capacity 100 Kva
1
-
-
Civil Work - Supply of all Materials, Labours, T&P etc. and construct a New Pump House with size (3.60 m x 3.0 m) as per design and drawings, including cost of all Labour & Fittings all complete.
1
-
-
Provide all Materials, Labour, T & P etc and Construct Boundary Wall 2.00 m Height & Iron Grill Over it, All Round the Tube Well & O.H.T Campus to prevent the approach of unauthorised souls.
110
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-
Provide all Materials, Labour, T & P etc and construct 3.60 m Wide Entrance Gate with Gate Pillars for controlling approach to the area.
1
-
-
Excavation in Pipe Line Trenches Excavation in ordinary soil (loam, clay, sand) for foundation including lift up to 1.5M and lead up to 30M filling waterring and ramming of Excavated the earth in to the trenches or into the sides between foundation trenches or in to the plinth (75% of Total Quantity)
15.35
-
-
Excavation in soil mixed with shingle bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling,waterring and ramming of Excavated earth in the trenches.(25% of Total Quantity)
4.67
-
-
D.I. pipe conforiming to IS:8329/2000 Proving of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) Ductile Iron Pipes by overlap fusion joint including supply of 'EPDM' rubber gaskets conforming to IS:5382-1985 with testing of pipe line complete.- DI pipe S&S K-9 - 100 mm dia DI K-9 Pipe
30
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-
Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS: 9523-2000 (5% of DI Pipe weight)
0.31
-
-
Supplying of DI Valves Including Carting the same upto the site of work as per engineering norms (with cap) complete with bolts, nuts, rubber insertions etc. anywhere in uttarakhand.- D.I. Sluice/ Gate Valve - Pressure PN 1.0 - 100 mm dia
1
-
-
Installation, testing and commissioning of DI Valves as per engineering norms anywhere in uttarakhand. - D.I. Sluice/ Gate Valve - 100 mm dia
1
-
-
Supplying of Non Return Valves Including Carting the same upto the site of workas per engineering norms anywhere in uttarakhand.- D.I. Non Return Valve- Pressure PN 1.0 - 100 mm dia
1
-
-
Installation, testing and commissioning of Non Return Valves as per engineering norms anywhere in uttarakhand.- D.I. Non Return Valve - Pressure PN 1.0 - 100 mm dia
1
-
-
Constructing masonry Chamber 1.5x2x1.5 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. For different types of valves.
1
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-
Supply,Installation,Testing and Commissioning of Full Bore Electromagnetic Flow Meter for Lines of followoing Sizes Comprising of Flow Tube Sensor with Transmitter cum Display unit and facility to provide data communication signal over Modbus 485 Port Pulse output and 4-20mA Signal output with Flanges, Clamps etc.- At Source - 100 mm
1
-
-
Supply of all materials labour, T&P etc and construction of RCC O.H.T. of following capacities (in Kilolitres) and 18m staging with 1.00m wide R.C.C. stair case from G.L. to balcony and from balcony to top dome 1M x 1M R.C.C., landing at suitable locations and railed with 3 rows of 20mm dia G.I. (M) pipe on 65x65x5mm angle iron posts fixed with ladder, from top to the floor inside of tank, M.S. M.H. cover with locking arrangement, lightining conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60m wide apron, painting on tank body vertical pipes, ladder, M.s. M.h. cover, ventillator column etc, complete with approved water proofing (apex)/ enamel paint, testing, filling water for testing purpose etc, including supply of vertical pipes and specials, assuming bearing capacity as 10MT/M² staging 18.00 metre - Including Additional rates for staging per meter height beyond 1 m height including cost of all metrials, labour, shuttering, scaffolding T&P complete. - 150KL OHT Staging 18.0M
150000
-
-
4.0 Distribution Network & Related Components - Dismantling of flexible pavements and disposal ofdismantled materialsupto alead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (Considering 50%)
15.06
-
-
Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately (Considering 50%)
184.5
-
-
Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383,maximum size ofcoarse aggregate notexceeding 25 mm,mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications.
184.5
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-
Excavation in Pipe Line Trenches Excavation in ordinary soil (loam, clay, sand) for foundation including lift up to 1.5M and lead up to 30M filling waterring and ramming of Excavated the earth in to the trenches or into the sides between foundation trenches or in to the plinth (75% of Total Quantity)
5217.45
-
-
Excavation in soil mixed with shingle bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling,waterring and ramming of Excavated earth in the trenches.(25% of Total Quantity)
1737.87
-
-
Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete.G.I. PIPE CONFORMING TO IS : 1239(PART-1) Medium Duty (Class 'B') - 15 mm dia G.I Pipe
570
-
-
20 mm dia G.I Pipe
195
-
-
25 mm dia G.I Pipe
300
-
-
32 mm dia G.I Pipe
400
-
-
40 mm dia G.I Pipe
250
-
-
HDPE pipe for water supply conforiming to IS:4984-1995 - Proving of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full lengths of HDPE pipes, completion of work with testing of pipe line including supply of Jointing materials & specials.- PE-100, Normal Pressure(PN)-6 in 6 kg/cm2 - 63 mm dia pipe
5800
-
-
75 mm dia pipe
1030
-
-
90 mm dia pipe
1400
-
-
110 mm dia pipe
930
-
-
D.I. pipe conforiming to IS:8329/2000 - Proving of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) Ductile Iron Pipes by overlap fusion joint including supply of 'EPDM' rubber gaskets conforming to IS:5382-1985 with testing of pipe line complete.- D.I. Pipe S&S K-7 - 150 mm dia pipe
766
-
-
200 mm dia pipe
680
-
-
Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS: 9523-2000 (5% of DI Pipe weight)
17.43
-
-
Supplying of DI Valves Including Carting the same upto the site of work as per engineering norms (with cap) complete with bolts, nuts, rubber insertions etc. anywhere in uttarakhand.- D.I. Sluice/ Gate Valve - Pressure PN 1.0 - 50 mm dia
1
-
-
65 mm dia
1
-
-
80 mm dia
1
-
-
100 mm dia
1
-
-
150 mm dia
1
-
-
200 mm dia
1
-
-
Supplying of DI Valves Including Carting the same upto the site of work as per engineering norms (with cap) complete with bolts, nuts, rubber insertions etc. anywhere in uttarakhand.- D.I. Sluice/ Gate Valve - Pressure PN 1.0 - 50 mm dia
1
-
-
65 mm dia
1
-
-
80 mm dia
1
-
-
100 mm dia
1
-
-
150 mm dia
1
-
-
200 mm dia
1
-
-
Supplying and Fixing of Fire Hydrant Valve IS 5290 (Flanged) Including carting the same upto site of work and fixing the same and water supply line Including the cost of valves,specials,labour and T&P Complete in all respect. - 80 mm diameter
1
-
-
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. For different types of valves.
7
-
-
Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. For different types of valves.
1
-
-
Supply,Installation,Testing and Commissioning of Full Bore Electromagnetic Flow Meter for Lines of followoing Sizes Comprising of Flow Tube Sensor with Transmitter cum Display unit and facility to provide data communication signal over Modbus 485 Port Pulse output and 4-20mA Signal output with Flanges, Clamps etc.- At Outlet of OHT - 200 mm
1
-
-
Supply of all labour, material required for restoring of existing house connection which might be damage during excavation and also shifting all existing connection to new water supply system from existing water supply system complete as per unit estimate and directed by Engineer in-charge. 15 mm size water connections.(Considering 20% of 2020 Households)
190
-
-
Supply of all labour, material required for restoring of interconnection of existing pipe line to new pipe line interconnection which might be damage during excavation and also shifting all existing connection to new water supply system from existing water supply system complete as per unit estimate and directed by Engineer in-charge. up to 50mm connections. (During Execution Period)
90
-
-
interconnection with the existing M.S. Galvanised to new pipe line mains of upto 50mm nominal dia, including cutting and threading of pipe, bailing out water, fixing, if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out (and also bsequent back fill) existing main.100mm-150 mm
16
-
-
Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube osts/horizontal members/ bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m.
10
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-
O&M for trial and testing of pipe.
3
-
-
Testing of Pipe (GI, HDPE & DI pipe) which includes a) Parameters (Physical & Chemical)
b) Tensile Strength Properties
1
-
-
Evaluation Notes How It Works ?
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