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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹98.8 LAccepted-Finance PANIGAON BELSAR NALBARI ASSAM | BELSAR | NALBARI | ASSAM | ₹98.8 L | L1 | Accepted-Finance Accepted by CE |
| 2 | L2₹98.8 LRejected-Finance | ₹98.8 L | L2 | Rejected-Finance Rejected by CE |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Hard copy not submitted |
| Sl No | Description | Qty | Unit | Sri Nripen Deka L1 | JOHNTI AHMED L2 |
|---|---|---|---|---|---|
| 1.00 | 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 | 466.03 | Cum | 2,918.2 ₹13.6 L | 2,918.2 ₹13.6 L |
| 2.00 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
I Stone/Boulder | 211.96 | Cum | 1,960 ₹4.2 L | 1,960 ₹4.2 L |
| 3.00 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | 211.96 | Cum | 2,160 ₹4.6 L | 2,160 ₹4.6 L |
| 4.00 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
A With crushed stone | 28.13 | Each | 15,190.13 ₹4.3 L | 15,190.13 ₹4.3 L |
| 5.00 | River Side Apron: 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 | 768 | Cum | 2,930 ₹22.5 L | 2,930 ₹22.5 L |
| 6.00 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204 3 8 | 98 | Cum | 2,187.9 ₹2.1 L | 2,191.9 ₹2.1 L |
| 7.00 | 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 | 429.84 | Cum | 2,930 ₹12.6 L | 2,930 ₹12.6 L |
| 8.00 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
I Stone/Boulder | 203.84 | Cum | 1,960 ₹4.0 L | 1,960 ₹4.0 L |
| 9.00 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | 203.84 | Cum | 2,160 ₹4.4 L | 2,160 ₹4.4 L |
| 10.00 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
A With crushed stone | 28.13 | Cum | 15,180 ₹4.3 L | 15,180 ₹4.3 L |
Tender Value
₹98.8 L
EMD Value
₹2.0 L
Closing Date
20 Feb 2026, 2:00 pmClosed
EE, PWRD, NDTRD, Nalbari
O/o the EE, PWRD, NDTRD, Nalbari
Recovery and Re-Construction of Rangia Dhamdhama Road, approach damage of Br. No. 20/1 and 15/2 under NDRF (PDNA-2022) for the year 2025-26.
2026_PWD_51027_6
Tech/NDTRD/NIT/1028/4360 dated 10.02.2026
Open Tender
Civil Works – Roads
90 days
Nalbari
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,980
₹2.0 L
Yes
25 Mar 2026
13 Feb 2026
21 Feb 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
13 Feb 2026 - 20 Feb 2026
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 pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I Stone/Boulder
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 A With crushed stone
River Side Apron: 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 media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204 3 8
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 pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I Stone/Boulder
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 A With crushed stone
River Side Apron: 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 media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204 3 8
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