Uttarakhand Jal Sansthan Tender
View complete overview of Uttarakhand UJS Tender
Uttarakhand Jal Sansthan - UJS Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date25 Nov 2024
Closing Date2 Dec 2024
Tender AmountRefer Documents
Costs
EMD
₹ 1,43,300Document Cost
₹ 4,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UKJS_78212_1Bid Award Id
ViewTender No
3437/Jal Jeevan Mission-Nivida/61 Dt. 20.11.2024Tender Authority
Uttarakhand Jal Sansthan ViewPurchaser Address
-Website
http://uktenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Raw water Rising Main
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Excavation in soil mixed shingle boulders etc for pipe line trenches including lift 1.5 m. and lead upto 30 m. with backfilling, watering, ramming of excavated earth in the trenches
30
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Providing of all materials, Carting from site store to site of work, lowering in to trenches with true to alignment Laying MS ERW pipes grade yst 210. Jointing by electric welding process with proper grade of electrode suitable for jointing of water supply pipe line (Ador, L&T or equivalent electrodes) by cutting of pipes & making required bends by welding complition of work with testing of pipe line etc complete. 150 mm dia 4.8 mm thick
30
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Boundary wall Staff Quarter and Gate
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Supply of all materials, labour T&P etc. for construction of Half brick boundary wall 1.5 m hight as per departmental type design at water works required for proper completion of work.
80
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Supply and fixing of 3.60 m wide main gate & 1.20 m wide wicket gate including construction of pillars as per departmental type design including supply of all materials, labour, T&P etc. required for proper completion of works.
1
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Distribution Network & Related Components
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Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :Bituminous road
9.3
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Demolishing cement concrete manually/ by mechanical meansincluding disposal of material within 50 metres lead as per directionof Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent designmix)
90.56
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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)
91.44
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Excavation in soil mixed shingle boulders etc for pipe line trenches including lift 1.5 M and lead up to 30 M with backfilling , watering, ramming of excavated earth in the trenches
836.12
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Excavation in soil mixed shingle boulders etc for pipe line trenches including lift 1.5 M and lead up to 30 M with backfilling , watering, ramming of excavated earth in the trenches
73.4
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Providing of all materials, Carting from site store to site of work,Laying& jointing of GI (M) screwed pipes (including supply of all jointing materials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete. 50 mm dia
548
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65 mm dia
244
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80 mm dia
72
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100 mm dia
910
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125 mm dia
655
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150 mm dia
136
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Providing & fixing C.I. D/F Sluice valves Confirming to IS: 14846-2000 in position etc complete - PN 1.6 50 mm dia
6
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65 mm dia
4
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80 mm dia
5
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100 mm dia
1
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150 mm dia
1
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Supplying and Fixing of Fire Hydrant Valve IS 5290 (Flanged) Including carting the same up to 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. (Stand post type)
80 mm dia
1
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Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for scour sluice valve , with C.I. surface box 100mm 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 20mm 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
10
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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.
6
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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.
1
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Fire Hydrent Chamber
1
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Flow Meter 100 mm
1
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Flow Meter 150 mm
1
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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.
2
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House Connections & restoring existing connection
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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 etccomplete.G.I. PIPE CONFORMING TO IS : 1239(PART-1).Medium Duty (Class 'B'). 15 mm dia
8490
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Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work and cost of all materials. 19.01 Ferrule Connection (Labour cost only)/Connection
283
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Cost of Material for ferruling in FHTC per connection as Lump Sum
283
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Excavation in soil mixed shingle boulders etc for pipe line trenches including lift 1.5 M and lead up to 30 M with backfilling , watering, ramming of excavated earth in the trenches
3056.4
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