Pey Jal Nigam Uttarakhand Tender
View complete overview of Uttarakhand Pey Jal Nigam Uttarakhand Tender
Pey Jal Nigam Uttarakhand Tender
Eprocure
Opening Date27 Nov 2021
Closing Date9 Dec 2021
Tender AmountRefer Documents
Costs
EMD
Refer DocumentsDocument Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Bazpur Goan Water Supply Scheme Of Block Bazpur
Description
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Contact
Tender Id
2021_MDPEY_38999_1Bid Award Id
ViewTender No
01Camp/01/Dehradun Dt. - 25.11.2021Tender Authority
Pey Jal Nigam Uttarakhand ViewPurchaser Address
-Website
http://https://peyjal.uk.gov.in/
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Documents
BOQ Items
Constructing masonry Chamber for sluice valve with a floating coat of neat cement complete as per standard design :
With F.P.S. bricks
3
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PUMP HOUSE WITH ATTENDANT ROOM
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Supply of all Materials, Labours, T&P etc.and Construct a Pump House With Size (3.50 m x 3.00m) Along with Attendant Room with size (4.30 m x 3.00m) , kitchen and W.C. as per Design and Drawings, all complete.
1
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RISING MAIN
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Providing of all materials, carting from site store to site of work, Lowering into trenches with true alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) / Ductile Iron Pipes including supply of ''EPDM" rubber gaskets conforming to IS : 5382-1985 with testing of pipe line complete.
DI K-9 pipe confirming to IS:8329/2000 : 150 mm dia
37
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Providing push-on-joints to Centrifugally (spun) cast Iron pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket: 150 mm dia
7.4
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Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS: 9523-2000 Upto 600 mm dia
0.5
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Excavation in Ordinary Soil (loams, clay, sand) for foundation including lift up to 1.5 m and lead up to 30 m filling, watering and ramming of Excavated the earth into the trenches or into the sides between foundation trenches or into the plinth and removal.
12.08
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DISTRIBUTION SYSTEM WORKS
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Providing, Lowering into trenches with true to alignment, Laying & Jointing including specials of full lengths of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials.PE 100 PN-6
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90 mm
11598
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110 mm
895
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125 mm
660
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160 mm
1197
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200 mm
130
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225 mm
605
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Dismantling and reinstatement of following type of road surface for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials C.C. Road (0.80 m x 5062.00 m )
4049.6
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Reinstatement of following type of road surface for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials. Concrete Tiles Road (0.8 m x 293 m length)
234.4
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Dismantling and reinstatement of Bituminous Road (Not PWD Road) (0.8 m x 1426 m length)
1140.8
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Excavation in Ordinary Soil (loams, clay, sand) for foundation including lift up to 1.5 m and lead up to 30 m filling, watering and ramming of Excavated the earth into the trenches or into the sides between foundation trenches or into the plinth and removal.
11758.02
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Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber C.I. D/F Sluice Valves Confirming to IS: 14846-2000 Pressure PN 1.6( Kirloskar or equivalent)
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100 mm
4
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150 mm
3
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200 mm
1
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Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber C.I. Double Acting Air Valve 50mm dia PN 1.6
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 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 of class designation 7.5
8
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Constructing masonry Chamber for Air valve with a floating coat of neat cement complete as per standard design :With F.P.S. bricks
1
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House Service Connection
1185
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BOUNDARY WALL AND GATE
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Supply of all labour, materials, and T&P etc. and construct boundary wall at proposed water works site.
96.4
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Supply of all labour, materials, and T&P etc and privide 3.6 m wide M.S. gate with pillars as per departmental type design, at proposed water works site.
1
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Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.
52.5
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Supplying and filling in plinth with sand including watering, ramming, consolidating and drassing complete in proposed water works.
281.25
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