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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹4.1 CrAccepted-AOC C O HOTEL VASUNDHARA PLACE KAILASH GATE MUNIKI RETI TEHRI GARHWAL | TEHRI GARHWAL | UTTARAKHAND | ₹4.1 Cr Quoted ₹3.4 Cr | L-1 | Accepted-AOC AOC |
| 2 | L-2₹3.5 Cr+₹29,462 (0.09%)Rejected-Finance C0 01 MUNIKIRETI DHALAWALA RISHIKESH UTTARAKHAND | ₹3.5 Cr+₹29,462 (0.09%) | L-2 | Rejected-Finance PRICE QUOTED HIGH |
| 3 | Rejected-Technical H NO 125 LANE NO 10 ENGINEERS ENCLAVE PHASE III GMS ROAD DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
Tender Value
₹3.5 Cr
EMD Value
₹6.9 L
Closing Date
18 Jul 2023, 5:00 pmClosed
SE IRRIGATION WORKS CIRCLE NEW TEHRI
OFFICE OF SUPERINTENDING ENGINEER IRRIGATION WORKS CIRCLE NEW TEHRI
Construction Work of Rain water drain located in Upper Dhalwala of Narendranagar block of Distt. Tehri Garhwal under R.R Plan (Rehabilitation and Resettlement)
2023_IRDCE_60404_1
02/SE/2023-24 DATED 30-06-2023
Open Tender
Civil Works
Item Rate
180 days
DHALWALA IN TEHRI GARHWAL
AS PER STANDARD BIDDING DOCUMENT
2 documents required · 2 mandatory
₹5,900
EE IRRIGATION DIVISION NARENDRA NAGAR
₹6.9 L
IRRIGATION WORKS CIRCLE NEW TEHRI
15 Sept 2023
3 Jul 2023
20 Jul 2023
3 Jul 2023
18 Jul 2023
4 Jul 2023
10 Jul 2023
Amount
Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil
Granular Sub-base with Well Graded Material (Table 400.1) 4-1-A By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.. For Grading I Material
Granular Sub-base with Well Graded Material (Table 400.1) 4-1-A By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.. For Grading II Material
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 RCC Grade M20 For Raft
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C grade M 25 For Wall
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Removal of Unserviceable Soil with Disposal upto 1000 metres Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) GI wire 8 gauge BWG
HILLWAYS CONSTRUCTION COMPANY PVT. LTD.
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