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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹53.6 LAccepted-AOC NUTANPARA HOUSE NO 64 45 B CITY TOWN HAILAKANDI P O LAKHISAHAR P S HAILAKANDI DIST HAILAKANDI PIN 788152 | HAILAKANDI | ASSAM | 788152 | L1 | Accepted-AOC Accept | |
| 2 | L2₹56.4 L+₹2.8 L (5.26%)Rejected-AOC N A | L2 | Rejected-AOC Reject | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹56.4 L
EMD Value
₹1.1 L
Closing Date
28 May 2020, 2:00 pmClosed
SE PWD Cachar Roads Circle Silchar
O/O the SE PWD Cachar Roads Circle Silchar
Improvement of Katakhal Station road (Ch.0.00m to Ch.230.00m) under SOPD-G for the year 2019-20 (L 230.00m) under Hailakandi Rural Road Division.
2020_PWD_17421_1
T/CC/ETN/HKD/2020-21/40(T)
Open Tender
Civil Works – Roads
Item Rate
210 days
Hailakandi District
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,700
Empowered Officer Assam State Road Board Guwahati
₹1.1 L
Yes
4 Aug 2020
8 May 2020
29 May 2020
8 May 2020
28 May 2020
8 May 2020
8 May 2020 - 26 May 2020
Amount
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual should be use where machines can not be deployed due to site condition)
Construction of GSB by providing well graded materials of Gr-II, spreading in uniform layers, compacting with smooth wheel roller to achieve the desired density, etc, complete as per approved estimate and technical specification clause.
Providing laying spreading and compacting stone aggregates of specific sizes of WBM-2, compacting with smooth wheel roller to achieve the desired density, etc, complete as per approved estimate and technical specification clause.
Scarifying existing bituminous surface to a depth of 150 mm by mechanicalmeans (Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with in all lifts and lead upto 1000 metres complete as per approved estimate and technical specification clause.
Providing laying spreading and compacting stone aggregates of specific sizes of WBM-3, compacting with smooth wheel roller to achieve the desired density, etc, complete as per approved estimate and technical specification clause.
Providing laying Interlocking Concrete Block Pavement (ICBP) of compressive strength M-40 having 80mm thick etc, complete as per approved estimate and technical specification clause.
Earthwork in excavation for structures in ordinary soil, upto 3 m depth , etc, as per drawing of approved estimate and technical specification clause.
Providing PCC, M-10, nominal mix, 1:3:6, with natural gravel, in open foundations complete as per drawings of approved estimate and technical specifications clauses complete.
Supplying, fitting and placing TMT(Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/Jindal Steel/Shyam Steel/RINL) in substructrue complete as per drawings of approved estimate and technical specification clauses 1002, 1005, 1010 & 1202.
Providing RCC, Gr. M-20, with natural gravel, for height up-to 5M, in substructure, etc, complete as per drawings of approved estimate and technical specification clauses.
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
Manik DeB
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