Uttarakhand Jal Sansthan Tender
View complete overview of Uttarakhand UJS Tender
Uttarakhand Jal Sansthan - UJS Tender
Civil And Construction
Eprocure
Opening Date6 Jan 2022
Closing Date7 Feb 2022
Tender Amount₹ 1,10,31,346
Costs
EMD
Refer DocumentsDocument Cost
₹ 4,720Tender Fee
Refer Documents
Summary
Construction Of Dharmawala Water Supply Scheme
Description
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Contact
Tender Id
2022_UKJS_41441_15Bid Award Id
ViewTender No
3807/E-Tender Notice dt 24.12.2021Tender 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
Documents
BOQ Items
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 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
-
-
Pump and Related Electrical Items - Supply of Energy Efficient Submersible Pumpsets of various duty parameters, Make KSB- Pump of 600 LPM dischage at 99.5 m head with 25 HP electric motor (TW-1 to OHT-1)
2
-
-
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.- (16-40)HP
1
-
-
IOT Based Monitoring System including all Pressure Sensor, Mechanical flow Meter Sensor,Chlorine Sensor with all including accessories.
1
-
-
Supply & Installation of Electronically controlled,Electrically actuated,diaphragm operated,chemical metering pump,wall mounting suitable for deliveing up to 6 Litres of chemical solution/sodium hypochlorite solution per hour under maximum delivery pressure up to 6.0KG/cm2 and suction lift not less than 1.5 meter with accessories.
1
-
-
Civil Work- Supply of all Materials, Labours, T&P etc. and repairing of Existing Pump House. (@ 50% of construction of New Pump House)
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.
160
-
-
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)
35.36
-
-
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)
11.34
-
-
100 mm dia DI K-9 Pipe
70
-
-
Providing and laying D.I. specials of class K-9 suitable for push-on jointing as per IS: 9523-2000 (5% of DI Pipe weight)
0.73
-
-
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 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.
1
-
-
Providing & Fixing Woltex Woltman type Bulk water meter (upto 50 degree celcius tempreture) removable mechanism type, magnetically coupled having dry dial, hermetically sealed tantalizer including C.I.Strainer etc complete - At Source - 150 mm
1
-
-
Supply of all materials labour, T&P etc and construction of RCC O.H.T. of following capacities (in Kilolitres) and 12m 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 12.00 metre - Including Additional rates for staging per meter height beyond 12 m height including cost of all metrials, labour, shuttering, scaffolding T&P complete.- Repairing of 300KL OHT Staging 21M (20% of new OHT cost)
300000
-
-
4.0 Distribution Network & Related Components- Dismantling of flexible pavements and disposal of dismantled materials upto alead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (Considering 20%)
12.18
-
-
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 90%)
227.88
-
-
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.
227.88
-
-
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)
4574.36
-
-
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)
1523.51
-
-
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
850
-
-
20 mm dia G.I Pipe
200
-
-
25 mm dia G.I Pipe
250
-
-
32 mm dia G.I Pipe
350
-
-
40 mm dia G.I Pipe
260
-
-
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)-10 in 10 kg/cm2- - 63 mm dia pipe
6480
-
-
75 mm dia pipe
450
-
-
90 mm dia pipe
900
-
-
110 mm dia pipe
1250
-
-
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
300
-
-
200 mm dia pipe
30
-
-
Weight of DI Pipe as per IS 8329:1994- Providing and laying D.I. specials of class K-7 suitable for push-on jointing as per IS: 9523-2000 (5% of DI Pipe weight)
3.55
-
-
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 - 65 mm dia
1
-
-
80 mm dia
1
-
-
100 mm dia
1
-
-
150 mm dia
1
-
-
200 mm dia
1
-
-
Installation, testing and commissioning of DI Valves as per engineering norms anywhere in uttarakhand. - D.I. Sluice/ Gate Valve - 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.
6
-
-
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- 150mm
1
-
-
200mm
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)
80
-
-
Providing and making New house service connections from water supply distribution GI pipe line upto water meter chamber inside the property using GI pipe including supply and fixing of electrofussion saddle ,brass ferrules elbow, ball valve etc complete with earthwork, road cutting with restoration works
120
-
-
Interconnections of Existing line to New line, including cutting of pipes,, fixing,Installations, if required, specials and testing etc. complete.for Dia 63mm-150mm.
20
-
-
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 Note; Additional Details are shown in Quotations
1
-
-
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.
15
-
-
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