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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.6 LAccepted-AOC | ₹23.6 L | L1 | Accepted-AOC L1 |
| 2 | L1₹23.6 LRejected-AOC | ₹23.6 L | L1 | Rejected-AOC L1 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹26.3 L
EMD Value
₹52,540
Closing Date
27 Dec 2024, 2:00 pmClosed
EE, PWRD, Hailakandi DTRD
O/o the EE, PWRD, Hailakandi DTRD, Hailakandi
EE(HKD)/SOPD-G/2024-25/17 Construction of Road from L037-A Road from T2 at 71st KM of NH 154 to Jamira PT V (PMGSY Package No. AS-09-067A) including Bridge approach under Hailakandi District Territorial Road Division.
2024_PWD_41491_1
HKD/TN/2023-24/01/3261
Open Tender
Civil Works
Item Rate
90 days
Hailakandi
Please refer Tender documents.
4 documents required · 4 mandatory
₹550
₹52,540
Yes
O/o the EE, PWRD, Hailakandi DTRD
11 Apr 2025
20 Dec 2024
30 Dec 2024
20 Dec 2024
27 Dec 2024
20 Dec 2024
20 Dec 2024
Amount
Heavy dressing of the existing road including dressing high spots and filling low spots, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.
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 (ii) From 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. (ii) From Private Land
Gravel/Soil-Aggregregate surface course (table 400.3) Construction of granular surface course 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
Providing and laying of boulder apron laidin wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh(woven diagonally) including 10percent extra for laps and joints laid with stone boulders weighing not less than25 kg each as per drawing and technical specification.
Providing and laying pitcing on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
SANTANU DEB (BID ID -252465)
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tech_eval.pdf
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