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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.2 CrAccepted-AOC | ₹3.2 Cr | 1 | Accepted-AOC 1st lowest |
| 2 | 2₹3.3 Cr+₹10.7 L (3.33%)Rejected-Finance | ₹3.3 Cr+₹10.7 L (3.33%) | 2 | Rejected-Finance 2nd lowest |
| 3 | Rejected-Technical | - | - | Rejected-Technical Offline Bid Not Submitted |
Tender Value
₹3.2 Cr
Closing Date
14 Oct 2021, 5:00 pmClosed
Superintending Engineer,CC, UPJN, Haldwani.
Office of the Superintending Engineer, Construction Circle, Uttarakhand Peyjal Nigam, Haldwani.
Design and Construction of works consisting of Supplying, carting, laying and jointing of Rising Main (DI Pipe), Over Head Tank, Pump House with attendant Room, Distribution system (HDPE Pipe) and all other appurtenant works etc. complete
2021_MDPEY_37032_1
4073/613/341 Date - 25.09.2021
Open Tender
Civil Works - Water Works
Item Rate
270 days
Gadarpur
Please refer tender document
2 documents required · 2 mandatory
₹5,900
Executive Engineer,CD, UPJN, Rudrapur
Exempted
Office of the Executive Engineer,CD, UPJN, Rudr
28 Jul 2023
2 Oct 2021
18 Oct 2021
2 Oct 2021
14 Oct 2021
7 Oct 2021
5 Oct 2021
Amount
OVER HEAD TANK WORKS
Design and Construction of RCC O.H.T of 250 Kl capacity (in Kiloliters) and 17 m. Staging with 1.00m wide RCC staircase from G.L. to balcony and from balcony to Top Dome 1m x 1m RCC landing at suitable locations and railed with 3 rows of 20mm dia. G.I. (M) pipe on 65x65x5mm angle iron posts fixed with ladder, top to the floor inside of the tank. M.S. M.H. cover with loacking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, overflow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body, vertical pipe, ladder M.S M.H. cover , ventilator column etc. complete 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 staging 17.00 meter
Construction of masonry type chamber for sluice value Size as per type design.
PUMP HOUSE WITH ATTENDANT ROOM
Supply of all Materials, Labours, T&P etc.and Construct a Pump House With Size (3.50 m x 4.50m) along with Attendant Room with size (3.00 m x 3.50m) , kitchen and W.C. as per Design and Drawings, all complete.
RISING MAIN
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
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
Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS: 9523-2000 Upto 600 mm dia
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. (20 X 0.70 X 1.10)
BOUNDARY WALL AND GATE
Supply of all labour, materials, and T&P etc. and construct boundary wall at proposed water works site.
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.
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.
Supplying and filling in plinth with Jamuna sand including watering, ramming, consolidating and dressing complete in proposed water works.
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
Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer in charge - for bituminous road
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 : Water bound macadam road
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 4688 m )
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.
Constructing masonry Chamber (90X90X100)cm for sluice valve/scour valve with a floating coat of neat cement complete as per standard design : With F.P.S. bricks
Constructing masonry Chamber for Air valve with a floating coat of neat cement complete as per standard design :With F.P.S. bricks
House Service Connection
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