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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical As per Technical Evaluation Sheet |
| 2 | Accepted-Technical BHATARMARI CITY TOWN SIDLI P O SIDLI P S SIDLI DISTRICT CHIRANG PIN 783373 | KOKRAJHAR | ASSAM | 783373 | Accepted-Technical As per Technical Evaluation Sheet |
| 3 | Not Admitted-Fee/PreQual/Technical BHASKAR NAGAR BYE LANE NO 2 GUWAHATI 21 | SOUTH SALMARA MANCACHAR | ASSAM | 783127 | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹73.3 Cr
EMD Value
₹1.5 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 (Balanced portion of Asom Mala 1.0) from Bhadoi Panchali to Digboi in Dibgrugarh district under CRIF for the Year 2025-26.
2026_PWD_52173_1
CE/BR/4/2026/6
Open Tender
Civil Works – Roads
Item Rate
548 days
Dibrugarh
Please refer Tender documents.
4 documents required · 4 mandatory
₹30,000
₹1.5 Cr
Yes
O/o The CE PWD (Border Roads) Assam Chandmari Ghy
26 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 | 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 | - | each | - | - |
| 2 | 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 | - | each | - | - |
| 3 | 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. A) In area of light jungle | 1 | hectre | - | - |
| 4 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres). i) Lime /Cement Concrete.By Mechanical Means for items No. 202(b) & (c). A) Cement Concrete Grade M-15 & M-20. | - | cum | - | - |
| 5 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres). i) Lime /Cement Concrete.By Mechanical Means for items No. 202(b) & (c). B) Prestressed / Reinforced cement concrete grade M-20 & above | - | cum | - | - |
| 6 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes,in accordance with requirements of lines, grades and cross sections,loading and disposal of cut road with in all lifts and leads upto 1000 metres | - | cum | - | - |
| 7 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. | 0.29 | sqm | - | - |
| 8 | 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. | 0.55 | Cum | - | - |
| 9 | 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. (i) From Private land . | 0.4 | cum | - | - |
| 10 | 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. ii) For grading-II Material. | 0.4 | cum | - | - |
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