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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.3 CrAccepted-AOC NPCC LTD NORTH EAST ZONE HOUSE NO 10 HOUSING COLONY RANGAMANCHA PATH RUKMININAGAR GUWAHATI 781006 | GUWAHATI | KAMRUP METRO | ASSAM | 781006 | L1 | Accepted-AOC 1st lowest |
Tender Value
₹10.7 Cr
EMD Value
₹10 L
Closing Date
20 Dec 2022, 4:00 pmClosed
SUPERINTENDING ENGINEER, WC III
Office of The SE, WC III, I and W Dte, Pairatungi, Abas Bari, Purba Medinipur, PIN 721636
Construction of 03 three no. RCC Bridges at Villages Milan Bazar, Harkuchia, Madhabpur Paschim Sarpai Block Egra II, Patashpur II and P.S. Egra, Patashpur, Dist. Purba Medinipur under Contai Irrigation Division.2nd call
2022_IWD_422975_5
WBIW/SE/WC-III/NIT-9e/2022-23
Open Tender
CIVIL WORKS
Percentage
660 days
Block EGRA II, PATASPUR II
As per NIT
5 documents required · 5 mandatory
₹10 L
Yes
Office of The Superintending Engineer, WC III,
13 Jun 2024
17 Nov 2022
22 Dec 2022
17 Nov 2022
20 Dec 2022
21 Nov 2022
21 Nov 2022
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Providing Bored Cast-in-situ R.C.C. pile in position as per specifications in all kinds of soil including cost of boring using drilling mud to stabilize the bore and flushing the bore of excess mud with freshly prepared drilling fluid by using pumps prior to placing concrete by tremie pipe in one continuous operation and including the cost of all materials and labour for placing of concrete and also including the cost of mobilization and hire charges of all equipment necessary for boring, welding of reinforcement cage as necessary and lowering of reinforcement cage, preparation and placing of concrete, including the cost of concrete but excluding the cost of reinforcement and labour for bending binding etc. complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Work to be executed as per IS: 2911 (Part II Sec 2). Using tripod, winches | |||||
| 1.01 | Pile diameter - 1000 mm. | - | - | - | - |
| 1.02 | Milan Bazar | 949.23 | Mtr. | 8,396.16 | ₹79,69,886.96 |
| 1.03 | Madhabpur | 560.07 | Mtr. | 8,434.12 | ₹47,23,697.59 |
| 1.04 | Harkuchia | 417.57 | Mtr. | 8,350.6 | ₹34,86,943.34 |
| 2 | Providing MS casing pipe around RCC cast-in-situ bored piles of different diameters in position including cost of all materials, fabrication, handling etc. complete as per direction of Engineer-in- Charge.
Steel materials : Steel plates : (E 250 conforms to IS:2062-2006), 6 – 10 mm.
Milan Bazar 17.867 MT
Madhabpur 8.933 MT
Harkuchia 8.933 MT | 35.73 | MT | 69,157.15 | ₹24,71,192.44 |
| 3Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. | |||||
| 3.01 | upto 3 m depth
With pumping out water including shoring as required.
Milan Bazar 1102.68 Cum.
Madhabpur 740.952 Cum.
Harkuchia 318.563 Cum. | 2,162.2 | Cum. | 140.27 | ₹3,03,291.09 |
| 3.02 | 3 m to 6 m depth
With pumping out water including shoring as required.
Milan Bazar 113.91 Cum.
Madhabpur 0 Cum.
Harkuchia 0 Cum. | 113.91 | Cum. | 186.65 | ₹21,261.3 |
| 4Performing Vertical load test on single Pile in accordance with IS:2911(Part-IV) by hydraulic jacks on pile/piles with 1.5 times the design load including preparation of the head of piles with concrete of required strength for receiving the jacks with all ancillary arrangements for setting up gauges, construction of suitable platforms, keeping the loads and dismantling and removing all arrangement etc. complete as per IS specification and direction of Engineer-in-charge. | |||||
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