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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical BARNALI TOWER MIRZA KAMRUP ASSAM PIN 781125 | KAMRUP | ASSAM | 781125 | Accepted-Technical Accepted by TBEC |
| 2 | Accepted-Technical JAYANAGAR GUWAHATI PO BELTOLA DIST KAMRUP METRO PIN 781028 | KAMRUP METRO | ASSAM | 781028 | Accepted-Technical Accepted by TBEC |
| 3 | Not Admitted-Fee/PreQual/Technical 14 BILASIPARA P O P S BILASIPARA DIST DHUBRI ASSAM PIN 783348 | DHUBRI | ASSAM | 783348 | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹83.8 Cr
EMD Value
₹1.7 Cr
Closing Date
4 May 2026, 2:00 pmClosed
CE PWD (Border Roads) Assam Chandmari Ghy 3
O/o The CE PWD (Border Roads) Assam Chandmari Ghy
Construction of Road from Ghunasuti To Namoni Borkhamukh via Bebejia Chariali in Lakhimpur district under CRIF for the year 2025-26.
2026_PWD_52175_1
CE/BR/4/2026/6
Open Tender
Civil Works – Roads
Item Rate
548 days
Lakhimpur
Please refer Tender documents.
4 documents required · 4 mandatory
₹30,000
₹1.7 Cr
Yes
O/o The CE PWD (Border Roads) Assam Chandmari Ghy
14 May 2026
8 Apr 2026
5 May 2026
8 Apr 2026
4 May 2026
8 Apr 2026
8 Apr 2026 - 22 Apr 2026
23 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Road Pavement Works: Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned up to lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm thickness.
(i) By Manual Means
(b) In area of thorny jungle | 1 | Hect | - | - |
| 2 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.
i Girth from 300 mm to 600 mm | - | Nos | - | - |
| 3 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.
ii Girth from 600 mm to 900 mm | - | Nos | - | - |
| 4 | Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)
By Manual Means
A. Bituminous courses | - | Cum | - | - |
| 5 | Dismantling of Cement Concrete Pavement
(Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at PWD Store Ghilamara and disposal of dismantled materials up to a lead of 1000metres ,stacking serviceable materials and unserviceable materials separately.) | 1 | Cum | - | - |
| 6 | Compacting Original Ground
Case-II Compacting original ground supporting embankment | - | Cum | - | - |
| 7 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( including compensation of earth.)( Including cost of testing of materials at site and laboratory as directed by the deptt.)
(a) from private land | 0.19 | Cum | - | - |
| 8 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) ( including compensation of earth.)(a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.)
(a) from private land | - | Cum | - | - |
| 9 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,complete as per cl. 401 (with an initial lead of 5 Km.) (Including cost of testing of materials at site and laboratory as directed by the deptt.)
(i) for grading- I Material | - | Cum | - | - |
| 10 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sbbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) | 0.2 | Cum | - | - |
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