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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.0 LAccepted-AOC ANANDA NAGAR SIX MILES KHANAPARA P O KHANAPARA GUWAHATI 781022 DIST KAMRUP M ASSAM | GUWAHATI | KAMRUP M | ASSAM | 781022 | ₹50.0 L | L1 | Accepted-AOC awarded |
| 2 | L2₹50.9 L+₹90,608.52 (1.81%)Rejected-AOC A T ROAD TOKOBARI PO PANBAZAR P S PANBAZAR DIST KAMRUP METRO ASSAM | KAMRUP METRO | ASSAM | 781001 | ₹50.9 L+₹90,608.52 (1.81%) | L2 | Rejected-AOC not awarded |
| Sl No | Description | Qty | Unit | M/S Sai Enterprise L2 | MS. RAHUL ENTERPRISE L1 |
|---|---|---|---|---|---|
| 1.00 | 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
(i) Private Land | 315 | Cum | 286 ₹90,090 | 271.92 ₹85,654.8 Lowest |
| 2.00 | 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 | 112 | Cum | 375 ₹42,000 | 357.71 ₹40,063.52 Lowest |
| 3.00 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(ii) For Grading II Material | 114.64 | Cum | 3,000 ₹3,43,920 | 2,991.66 ₹3,42,963.9 Lowest |
| 4.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
(A) By Manual Means | 57.31 | Cum | 4,900 ₹2,80,819 | 4,826.74 ₹2,76,620.47 Lowest |
| 5.00 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage.
a) including Edge block/Edge restraints | 764.25 | Sqm | 1,283 ₹9,80,532.75 | 1,222.73 ₹9,34,471.4 Lowest |
| 6.00 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 | 1,009.8 | Cum | 2,950 ₹29,78,910 | 2,934.9 ₹29,63,662.02 Lowest |
| 7.00 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302. | 39.6 | Cum | 3,290 ₹1,30,284 | 3,133.39 ₹1,24,082.24 Lowest |
| 8.00 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302, Stone/Boulder. | 79.2 | Cum | 3,081 ₹2,44,015.2 | 2,934.9 ₹2,32,444.08 Lowest |
Tender Value
₹50 L
EMD Value
₹1 L
Closing Date
17 Jan 2026, 2:00 pmClosed
EE NBRBTRD Nagaon
Oo the EE NBRBTRD Nagaon
Recovery and Reconstruction of Kachua Tiniali to Satlunga (Bogoritol) under NDRF (PDNA-2022) for the year 2025-26
2025_PWD_49744_1
N-BRBTRD/NDRF/2025-26/01
Open Tender
Civil Works – Roads
Works
Barhampur
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹1 L
Yes
10 Mar 2026
31 Dec 2025
17 Jan 2026
31 Dec 2025
17 Jan 2026
31 Dec 2025
31 Dec 2025 - 17 Jan 2026
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 (i) 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. (i) Private Land
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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage. a) including Edge block/Edge restraints
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302.
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302, Stone/Boulder.
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