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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.0 LAccepted-AOC | ₹13.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹15.3 LRejected-AOC | ₹15.3 L | L2 | Rejected-AOC L2 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Nozrul Islam L2 | Shazibul Hassan Mollah L1 |
|---|---|---|---|---|---|
| 1.00 | Maintenance of Earthen shoulder (filling with fresh selected soil) 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 up to a lead of 1000m as per technical specification Clause 1903 Maintenance of Earthen Shoulder ( Stripping of excess soil ) | 3,000 | Sqm | 80 ₹2.4 L | 70 ₹2.1 L |
| 2.00 | Construction of granular sub-base by providing well graded material, spreading in uniform layers by tractor with grading attachment 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 Cl. 401 | 109.68 | cum | 1,963.22 ₹2.2 L | 1,800 ₹2.0 L |
| 3.00 | Providing, laying, spreading and compacting stone aggs. of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming stone screening/binding materials to fill up the interstices of coarse agg., watering and compacting to the required density Grading - 2 as per Technical Specification Clause 405 (A) By mannual means | 54.84 | cum | 3,400 ₹1.9 L | 3,000 ₹1.6 L |
| 4.00 | Providing and laying Interlocking Concrete Block Pavement (ICBP) (M 30) having thickness 80mm as per technical specification clause 1504 complete including carriage a) Including edge restraints | 975 | Sqm | 900 ₹8.8 L | 735.91 ₹7.2 L |
| 5.00 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 1.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on GI Pipe 50mm did firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm ,600mm below level as per approved drawing Clause 1701.
(iv) 80cmx 60cm Rectangular | 2 | No | 7,004.01 ₹14,008.02 | 7,001.87 ₹14,003.74 |
Tender Value
₹19.2 L
EMD Value
₹38,300
Closing Date
18 Feb 2026, 2:00 pmClosed
Executive Engineer
O/O The Executive Engineer, PWRD South Salmara District T R Division, Mankachar
Permanent Restoration of flood damage of New Fekamari to South Bhurakata Road (Ch.6000.00m to Ch.7500.00m) under Reconstruction and Recovery Window (Assam Floods and Landslides 2022,PDNA) for the year 2025-26. Package No. SSDTRD_PDNA_11
2026_PWD_50619_11
SSRDM/TC-65/NIT/PDNA/2025-26/2
Open Tender
Civil Works – Roads
Mankachar
Please refer Tender documents.
4 documents required · 4 mandatory
₹400
₹38,300
Yes
26 May 2026
29 Jan 2026
19 Feb 2026
29 Jan 2026
18 Feb 2026
29 Jan 2026
Construction of granular sub-base by providing well graded material, spreading in uniform layers by tractor with grading attachment 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 Cl. 401
Providing, laying, spreading and compacting stone aggs. of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming stone screening/binding materials to fill up the interstices of coarse agg., watering and compacting to the required density Grading - 2 as per Technical Specification Clause 405 (A) By mannual means
Providing and laying Interlocking Concrete Block Pavement (ICBP) (M 30) having thickness 80mm as per technical specification clause 1504 complete including carriage a) Including edge restraints
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 1.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on GI Pipe 50mm did firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm ,600mm below level as per approved drawing Clause 1701. (iv) 80cmx 60cm Rectangular
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