Uttarakhand Jal Sansthan Tender
Calculate bid estimation of Uttarakhand UJS Tender
Uttarakhand Jal Sansthan - UJS Tender
Eprocure
Opening Date2 Dec 2021
Closing Date16 Dec 2021
Tender AmountRefer Documents
Costs
EMD
Refer DocumentsDocument Cost
₹ 9,440Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2021_UKJS_39331_1Bid Award Id
ViewTender No
1305 /Nivida/JJM/2021-22 Dated 01-12-2021Tender Authority
Uttarakhand Jal Sansthan ViewPurchaser Address
-Website
http://http://ujs.uk.gov.in/
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Documents
BOQ Items
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supply and fixing of the Steel Itake Chember including cartage of materials,labours ,T.&P. etc. complete.
3
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Construction of 4.00m vide B.F.G at Holi Gadhera including construction of intake chamber and supply of all materials,labour, T&P etc. complete.
2
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Supply of all materials, labour, T&P etc and construction of R.C.C. CWR of following capacities (KL) with M.S. ladder outside & inside of the tank, M.S.M.H. cover with locking arrangement, supply and fixing of chlorinator, cowl,outlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2 .
22.5 KL
2
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Dismantling of bridle c.c path inside the village and streat including disposal as per requirement in direction of engneer-in-charge
15
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Provision laying P.C.C. 1:2:4 con to repair of village path after laying of pipe line
15
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Providing of all materials, carting from site store to site of work, laying & jointing of G.I. Medium 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. Medium quality
1) 20mm dia
550
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2) 25mm dia
750
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3) 32mm dia
3000
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4) 40mm dia
1250
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5) 50mm dia
1250
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6) 65mm dia
2850
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7) 80mm dia
1150
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8) 100mm dia
150
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Dismantling of following dia screwed and socketed G.I. Pipes, specials and fittings including taking out of dismantled G.I. pipes and specials from trenches and stacking them properly within 50.00m but excluding the cost of earth work
1) 25mm dia
350
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2) 32mm dia
250
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3) 40mm dia
200
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4) 50mm dia
250
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5) 65mm dia
350
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6) 80mm dia
25
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7) 100mm dia
25
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Excavation of earth for pipe line in following strata lift upto 1.5m. Lead upto 30m. Including refilling,watering,ramming of excavated earth into the trenches and removal of surplus earth upto adistance of 60m. Fromtrenches including supply of labour,T&P.etc complete.Assuming that 90% pipe line is laid in trenches ,it is estimated that 75% exavation will be in soil mixed with shingle,bajri&boulders and rest 25%will be in soft rock
Soil mixed with boulder and bajri
2343.6
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Soft rock
781.2
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Relaying of dismantled G.I.Pipe in true alignment in trenches including supply of all materials,labour,T&P etc. complete.
1) 25mm dia
350
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2) 32mm dia
250
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3) 40mm dia
200
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4) 50mm dia
250
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5) 65mm dia
350
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6) 80mm dia
25
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7) 100mm dia
25
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Supply and fixing of the following fittings including cartage of materials,labours ,T.&P. etc. complete
Gate valves (Class-I)as per I S 788/1997
1) 50mm dia
2
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2) 65mm dia
1
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3) 80mm dia
1
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Supply of all materials, labours ,T.&P. etc.and construct Wheel valve chamber as per type design complete
2
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Excavation in ordinary soil mixed with shingle, boulder requiring special T&P like pickaxe, crowbar etc. for foundation including lift upto 1.5 m. and Lead upto 30 m. Including refilling, watering, ramming of excavated earth into the trenches or space between the sides of foundation trenches or in to the plinth and removal and disposal of surplus earth upto a distance of 60 m. from trenches nearby sources, along the pipe line and around the C.W.R.
31.73
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
3.42
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RR stone masonary with 1:6 cement and sand mortar nearby sources and along the pipe line for proper completion of work.
63
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RR stone masonary laid in dry for proper completion of work along the pipe line.
13.5
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20mm thick plaster with 1:6 cement and sand mortar for proper completion of work.
12
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Mild steel work in RCC 1:1.5:3 cement concrete @ 1.00% of whole concrete work.
235.5
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