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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.5 CrAccepted-AOC | ₹1.5 Cr | 1 | Accepted-AOC Qualified |
| 2 | 2₹1.5 Cr+₹3,645 (0.02%)Rejected-Finance BN COLLEGE ROAD DHUBRI | DHUBRI | ASSAM | 783123 | ₹1.5 Cr+₹3,645 (0.02%) | 2 | Rejected-Finance Not Qualified |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical BTC KOKRAJHAR ASSAM | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.5 Cr
EMD Value
₹2.9 L
Closing Date
27 Dec 2019, 2:00 pmClosed
Chief Engineer, PWD(Roads), Assam
O/o the Chief Engineer, PWD(Roads), Assam
Reconstruction of Flood Damaged Road from Khuniarvita Rangpaglirhat to Char Rangpaglir Road Under SOPD (FDR) for the year 2019-20.
2019_PWD_15152_1
CE/Commn/37 /2019-20/2/Road from Khuniarvita
Open Tender
Civil Works – Roads
Item Rate
273 days
Dhubri
Please refer Tender documents.
5 documents required · 5 mandatory
₹4,500
Yes
Empowered Officer, ASRB
₹2.9 L
Yes
29 Jul 2020
3 Dec 2019
27 Dec 2019
3 Dec 2019
27 Dec 2019
3 Dec 2019
3 Dec 2019 - 20 Dec 2019
Amount
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (I) Private Land
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.5. I) private land
Granular Sub-base with Well Graded Material (Table 400.1) 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.III) For grading II material.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN N-static in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. A) by Manual means
Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504(inclusive of Edge restraint and carriage) a)including Edge Block / Edge Restrains
Repair of RCC Railing to bring it to the original shape, cleaning and repainting as per drawing and technical specification clause 1911
Painting two coats with synthetic enamel paint
Providing and fixing of precast RCC Guard pst compelete as directed by deptt
Protection work.....Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 25Kg each as per drawing and technical specification clause 1301
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification as per drawing and Technical specification1302
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per drawing and Technical specification1302. i. Stone/Boulder
Dipankar Bose
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