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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹19.9 LAccepted-AOC | ₹19.9 L | L-1 | Accepted-AOC Accepted |
| 2 | L-1₹19.9 LRejected-AOC | ₹19.9 L | L-1 | Rejected-AOC Rejected |
| 3 | L-1₹19.9 LRejected-AOC C O SARAT KALITA SONDHA P O NALBARI P S NALBARI DIST NALBARI ASSAM PIN 781335 | NALBARI | ASSAM | 781335 | ₹19.9 L | L-1 | Rejected-AOC Rejected |
| 4 | L-1₹19.9 LRejected-AOC | ₹19.9 L | L-1 | Rejected-AOC Rejected |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹22.1 L
EMD Value
₹44,220
Closing Date
10 Jan 2025, 2:00 pmClosed
E.E. P.W.D. Jorhat and Titabor TRD
O/o the Executive Engineer, PWRD, Jorhat and Titabor Territorial Road Division, Jorhat
Const. of (i) Kolapani Sildubi Road (From Ch0.00m to 1000.00m), (ii) Gar ali to Sri Sri Kamalabari Satra HS Path (Ch.0.00m to Ch.700.00m) under SOPD-G for the year 2024-25 in PWRD, Jorhat and Titabor TRD (Titabor LAC) Pkg No.JTTRD_2024-25_TIT_009
2024_PWD_41780_1
JTTRD/NIT/2024-25/001/3457
Open Tender
Civil Works – Roads
Item Rate
45 days
Jorhat
Please Refer Tender documents
6 documents required · 6 mandatory
₹450
₹44,220
Yes
10 Mar 2025
3 Jan 2025
10 Jan 2025
3 Jan 2025
10 Jan 2025
3 Jan 2025
Amount
(i) Kolapani Sildubi Road (From Ch0.00m to 1000.00m),
Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, 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 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 three wheel 80-100 kN static roller capacity to achieve the desired density, commplete as per Technical Specification Clause 402
(ii) Gar ali to Sri Sri Kamalabari Satra HS Path (Ch.0.00m to Ch.700.00m)
Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, 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 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 three wheel 80-100 kN static roller capacity to achieve the desired density, commplete as per Technical Specification Clause 402
Nipul Kalita (BID ID -254491)
Suryadip Hazarika (BID ID -254729)
Sandeep Dugar (BID ID -254723)
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tech_eval.pdf
fin_bid_open.pdf
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