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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.5 LAccepted-AOC ASSAM AS | HOJAI | ASSAM | 782435 | ₹22.5 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹22.5 LRejected-AOC MEKIPUR HALUA GAON VIA NAZIRA P O GARGAON P S SIMALUGURI DISTRICT SIVASAGAR PIN 795685 | 795685 | ₹22.5 L | L2 | Rejected-AOC L2 Bidder |
| Sl No | Description | Qty | Unit | APURBAJYOTI CHETUA L1 | LAKHINANDAN GOGOI L2 |
|---|---|---|---|---|---|
| 1.00 | (I) Improvement of Approach Road of Khamun Abhoipuria Bridge , L=70.00m
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. | 262.5 | Sqm | 8.27 ₹2,170.88 | 8.27 ₹2,170.88 |
| 2.00 | 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 | 39.38 | Cum | 2,420 ₹95,299.60 | 2,431.39 ₹95,748.14 |
| 3.00 | (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) . Grading - III | 19.69 | Cum | 4,118 ₹81,083.42 | 4,118.45 ₹81,092.28 |
| 4.00 | Providing And Laying Interlocking Block Pavement with M40 grade of concrete blocks having thickness 80mm as per Technical Specification Clauce 1504 complete including carraige. | 262.5 | Sqm | 1,161 ₹3.0 L | 1,161.06 ₹3.0 L |
| 5.00 | 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 | 42.7 | Cum | 339 ₹14,475.30 | 339.68 ₹14,504.34 |
| 6.00 | i.Road from Dhodar Ali to Khangia Gaon (ch 0.00 m to 430.00 m)
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. | 1,612.5 | Sqm | 8.27 ₹13,335.38 | 8.27 ₹13,335.38 |
| 7.00 | 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 | 241.88 | Cum | 2,312 ₹5.6 L | 2,312.87 ₹5.6 L |
| 8.00 | Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 559 | Sqm | 83 ₹46,397 | 83.28 ₹46,553.52 |
| 9.00 | iii)Kachari Path from Ch. 0.00 m to Ch. 150.00 m
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. | 375 | Sqm | 8.27 ₹3,101.25 | 8.27 ₹3,101.25 |
| 10.00 | 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 | 56.25 | Cum | 2,218 ₹1.2 L | 2,218.46 ₹1.2 L |
Tender Value
Refer Docs
EMD Value
₹45,056
Closing Date
3 Sept 2025, 2:00 pmClosed
EE PWD NAZIRA TERRITORIAL ROAD DIVISION
O/O THE EE NTRD, NAZIRA
Improvement of i) Approach Road to Khamun Abhoypuria Bridge ii)Road from Dhodar Ali to Khangia Gaon iii) Kachari Path iv)Kalia Pani Path v) Selseli Path under SOPD-G
2025_PWD_46616_1
NTRD/TECH/NIT/545/2025-26/1456 Date-11/08/2025
Open Tender
Civil Works – Roads
NAZIRA LAC
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹45,056
Yes
27/08/2025
21 Feb 2026
20 Aug 2025
5 Sept 2025
20 Aug 2025
3 Sept 2025
20 Aug 2025
20 Aug 2025 - 27 Aug 2025
27 Aug 2025
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