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
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_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/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
Constructing masonry Chamber for sluice valve with a floating coat of neat cement complete as per standard design :
With F.P.S. bricks
3
-
-
... More
PUMP HOUSE WITH ATTENDANT ROOM
-
-
-
... More
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
-
-
... More
RISING MAIN
-
-
-
... More
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
-
-
... More
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
-
-
... More
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
-
-
... More
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
-
-
... More
DISTRIBUTION SYSTEM WORKS
-
-
-
... More
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
-
-
-
... More
90 mm
11598
-
-
... More
110 mm
895
-
-
... More
125 mm
660
-
-
... More
160 mm
1197
-
-
... More
200 mm
130
-
-
... More
225 mm
605
-
-
... More
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
-
-
... More
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
-
-
... More
Dismantling and reinstatement of Bituminous Road (Not PWD Road) (0.8 m x 1426 m length)
1140.8
-
-
... More
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
-
-
... More
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)
-
-
-
... More
100 mm
4
-
-
... More
150 mm
3
-
-
... More
200 mm
1
-
-
... More
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
-
-
... More
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
-
-
... More
Constructing masonry Chamber for Air valve with a floating coat of neat cement complete as per standard design :With F.P.S. bricks
1
-
-
... More
House Service Connection
1185
-
-
... More
BOUNDARY WALL AND GATE
-
-
-
... More
Supply of all labour, materials, and T&P etc. and construct boundary wall at proposed water works site.
96.4
-
-
... More
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
-
-
... More
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
-
-
... More
Supplying and filling in plinth with sand including watering, ramming, consolidating and drassing complete in proposed water works.
281.25
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements