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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹76.4 LAccepted-AOC | L 1 | Accepted-AOC L1 | |
| 2 | L 2₹76.4 L+₹2,857.50 (0.04%)Rejected-Finance SHYAMTHAIBARI GARUBHASA CHIRANG ASSAM | L 2 | Rejected-Finance L2 | |
| 3 | L 3₹76.4 L+₹3,770 (0.05%)Rejected-Finance VILL HAGMABIL P O HAGMABIL P S SERFANGURI DIST KOKRAJHAR PIN 783370 | KOKRAJHAR | ASSAM | 783370 | L 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Birkang Wary L2 | Shri Ashit Kumar Brahma L3 | Kishor Kumar Basumatary L1 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, sapling sand trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable material sand stacking of serviceable material tobe used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201.
(a) In area of non thorny jungle | 0.59 | Hect. | 52,995.58 ₹31,055.41 | 52,997.72 ₹31,056.66 | 52,985.7 ₹31,049.62 Lowest |
| 2.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with alead upto 1000 m as per Technical Specification Clause 301.5
(i) Private Land | 16,200 | Cum | 258.21 ₹41,83,002 Lowest | 258.21 ₹41,83,002 Lowest | 258.21 ₹41,83,002 Lowest |
| 3.00 | 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.
(i) Private Land | 1,670.62 | Cum | 339.68 ₹5,67,477.9 | 339.68 ₹5,67,477.9 | 339.67 ₹5,67,461.19 Lowest |
| 4.00 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
(ii) Using naturally occuring gravel. | 2,531.25 | Cum | 1,129.51 ₹28,59,072.19 | 1,129.87 ₹28,59,983.44 | 1,128.39 ₹28,56,237.19 Lowest |
Tender Value
₹76.4 L
EMD Value
₹1.5 L
Closing Date
9 Jun 2026, 1:00 pmClosed
S.E. PWD (R and B) Circle, Kokrajhar
O/o S.E. PWD (R and B) Circle, Kokrajhar
Construction of road from Chamthaibari to 5 Nos. Kahitama (Sishu Hadan) for the year 2025-26. TN-397-1.
2026_BoTC_52426_1
TECH-28/SE(RB)2019-20/30
Open Tender
Civil Works – Roads
Works
180 days
Baksa
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,292
₹1.5 L
Yes
14 Oct 2026
20 May 2026
9 Jun 2026
20 May 2026
9 Jun 2026
20 May 2026
20 May 2026 - 9 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and Grubbing
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, sapling sand trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable material sand stacking of serviceable material tobe used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201.
(a) In area of non thorny jungle | 1 | Hect. | - | - |
| 2 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with alead upto 1000 m as per Technical Specification Clause 301.5
(i) Private Land | 16,200 | Cum | - | - |
| 3 | 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.
(i) Private Land | - | Cum | - | - |
| 4 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
(ii) Using naturally occuring gravel. | 2,531.25 | Cum | - | - |
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