Uttarakhand Jal Sansthan Tender
View complete overview of Uttarakhand UJS Tender
Uttarakhand Jal Sansthan - UJS Tender
Pipes and Pipe Related Activities
Eprocure
Opening Date29 Dec 2021
Closing Date14 Jan 2022
Tender AmountRefer Documents
Costs
EMD
Refer DocumentsDocument Cost
₹ 7,080Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_UKJS_41100_8Bid Award Id
ViewTender No
2325/ Nivida/110 Dt 18.12.2021Tender 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
IOT Based Monitoring System including all Pressure Sensor, Mechanical flow Meter Sensor,Chlorine Sensor with all including accessories.
residual chlorine Sensor- submersible probe type Probe Type With RS485
1
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Pressure Sensor 0 to 10 Bar
1
-
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Hydrostatic Level Sensor 150m
1
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Display unit 32 inch
1
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-
Exozen RTU Lora
3
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Lora Gateway Lora
1
-
-
off grid Solar system 12V 10W, 7.5AH
1
-
-
API Integration
1
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INJECTING DOSER:
Supply & Installation of Electronically controlled,Electricallyactuated,diaphragmoperated,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
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-
Pump House
-
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-
Supply of all Materials, Labours, T&P etc. and repairing of Existing Pump House.
Provinding and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying.
28.09
-
-
Provinding and laying in position cement concrete of sepecified grade excluding the cost of centring shuttering, finishing and plane cement concrete .1:2:4 ( 1 cement 2: coresand ( zone 3) stone aggregate 20 mm nominal size.
Cement concrete flooring 1:2:4 (1cement:2coarsed sand:4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry ,but excluding the cost of nosing of steps etc. Complete.
4.21
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-
40mm thick with 20mm nominal size stone aggregate
26.01
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Dismentling old plaster or skiting raking out joints and cleaning the surface for plaster in cluding disposal of rubbis to the dumping ground withing 50 mtrlead .
118.25
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-
12 mm cement plaster 1:4 (01 cement :4 fine sand)
118.25
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-
White washing with lime to an even shade.
191.28
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-
Distemper with oil bound of two coat same as item No.06
191.28
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-
Repairing of door
1
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Repairing of window
1
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Painting in door and window with synthaeticenemal paint manufacturing of required colour two or more coats to given an even set.
7.2
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-
Site clearance ie Disposal of malwa& etc.
1
-
-
Valves & Valve Chambers (Rising Main / Gravity Main)
-
-
-
Supplying, Installation, testing and commissioning 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 1.0,150 mm dia
1
-
-
Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 x160x180 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.rules.
1
-
-
Flow Meter (Rising Main / Gravity Main)
Providing & Fixing WoltexWoltman type Bulk water meter (upto 50 degree celciustempreture) removable mechanism type, magnetically coupled having dry dial, hermetically sealed tantalizer including C.I.Strainer etc complete.
200 mm
1
-
-
Over Head Tank / GLSR - Repairing of existing OHT of 500 Kl. 18 mt. staging
-
-
-
Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior,
sewage & water treatment plant, tunnels / subway and bridge decketc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any
leakage.
For vertical surface two coats @ 0.70 kg per sqm
168
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For horizontal surface one coat @1.10 kg per sqm.
115.55
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-
Providing & Applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterproofing polymers on interior wall plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming of cementatious waterproofing polymer(dilution with water in the ratio of 1:1) and two coats of cementatious waterproofing polymer (dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible,
complete in all respect as per the direction of Engineer-in-Charge.
238.55
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-
Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining
with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of
duration of scaffolding.
928.8
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-
Removing dry or oil bound distemper, water proofing cement paintand the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
283.55
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-
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. On
concrete work
649.61
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-
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. On
steel work
36.11
-
-
12 mm cement plaster finished with a floating coat of neat cement
of,mix :1:4 (1 cement: 4 coarse sand)
36.02
-
-
Supply & applying of water based bio-degradable epoxy polymide chemical on MS flange for repairing of water leakage including all labour material T&P etc. complete as per direction of Engineer-in-
Charge.
Rrpair OHT column pipe joints with pipe joints sealentsupto 0 to 10
feet height
4
-
-
Rrpair OHT column pipe joints with pipe joints sealentsupto 10 to 20 feet height
4
-
-
Rrpair OHT column pipe joints with pipe joints sealentsupto 20 to 30 feet height
4
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-
Rrpair OHT column pipe joints with pipe joints sealentsupto 30 to 40 feet height
4
-
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Rrpair OHT column pipe joints with pipe joints sealentsupto 40 to 50 feet height
4
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
16.4
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-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all
425
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-
Supply and installation of Water level indicator (II level) including one set of sensor with its holding parts, 54 meter sensor cable armued with steel wire.
1
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-
Dismantling of Road, For Pipe Laying.
-
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Dismantling of flexible pavements and disposal ofdismantledmaterialsuptoalead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (Considering 4%)
55.2
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-
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 30%)
367.02
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-
Restoration of Road,For Pipe Laying.
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.
367.02
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EARTHWORK FOR CUTTING, FILLING AND DISPOSAL OF SURPLUS EARTH (DISTRIBUTION MAIN)
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 (25% of Total Quantity)
5551.75
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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.(75% of Total Quantity)
16183.9
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PROVIDING AND LAYING OF PIPES (DISTRIBUTION MAIN)
-
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Supply, Laying, Jointing, Field Testing, Commissioning complete at site of HDPE (PE100 Grade Coumpound) Pipes as per IS:4984 and specifications for water application, including all cost of material, labour required, transportation, loading, unloading & stacking
HDPE (PE100 Grade Coumpound) PN-10.0 (10.0 kg/sqcm)
63mm PN10
41795
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-
75mm PN10
2334
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-
90mm PN10
2534
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-
110mm PN10
3765
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140mm PN10
487
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-
D.I. pipe conforiming to IS:8329/2000, 200 mm dia DI K-7 Pipe 200 mm dia DI K-7 Pipe
110
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
2466.33
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-
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, 250 mm dia pipe
110
-
-
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)
2.01
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Valves & Valve Chambers (DISTRIBUTION MAIN)
-
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Supplying, Installation, testing and commissioning 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
80 mm dia
1
-
-
100 mm dia
1
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-
125 mm dia
2
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-
150 mm dia
1
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-
200 mm dia
1
-
-
Supplying, Installation, testing and commissioning of Air Valves as per engineering norms of approved quality with bolts, nuts, rubber insertions etc. complete anywhere in uttarakhand
C.I. Air Valve Double Acting, 65mm diameter
2
-
-
Constructing masonry Chamber 60x60x75 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.
8
-
-
Flow Meter
Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) :
At Distribution For DMA
80 mm dia nominal bore
2
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-
100 mm dia nominal bore
3
-
-
150 mm dia nominal bore
3
-
-
200 mm dia nominal bore
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 in line pressure Transmeter in distribution network.
9
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-
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. 458 No
-
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Making connection with the existing ms galvanised mains of upto 25 mm nominal dia including cutting and threading of pipe bailing out water fixing, if required, specials and testing etc. complet but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing main.
458
-
-
Paroviding of C.I. mouth, brass ferrule 15 mm dia
458
-
-
Making ferule connection in the existing main of G.I. AC PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of GM ferrule including tapping the main, but excluding the cost of earth work and cost of all materials
458
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-
MS clamp 125mm dia/80mm dia with 15mm dia socket
458
-
-
GI elbow 15mm dia
1832
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-
GI Union 15mm dia
916
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-
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. 15mm dia pipe
2748
-
-
Support Structure for FHTC connection to provide strengthing. Structure might be of brickwork with plastering or by using 90mm dia PVC pipe filled with concrete as per the engineer in-charge.
458
-
-
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. 291 No
-
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-
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,watering and ramming of Excavated earth in the trenches.
797.34
-
-
Paroviding of C.I. mouth, brass ferrule 15 mm dia
291
-
-
Making ferule connection in the existing main of G.I. AC PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of GM ferrule including tapping the main, but excluding the cost of earth work and cost of all materials
291
-
-
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. 15mm dia pipe
2910
-
-
C.P. Brass bibcock 15 mm
291
-
-
MS clamp 125mm dia/80mm dia with 15mm dia socket
291
-
-
GI elbow 15mm dia
1164
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-
GI Union 15mm dia
582
-
-
Support Structure for FHTC connection to provide strengthing. Structure might be of brickwork with plastering or by using 90mm dia PVC pipe filled with concrete as per the engineer in-charge.
291
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-
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