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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.0 LAccepted-AOC VILL MAHAMAYA NAGAR P O HATSINGIMARI DIST DHUBRI ASSAM | ₹20.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹22.5 LRejected-AOC | ₹22.5 L | L2 | Rejected-AOC L2 |
| 3 | L3₹25.0 LRejected-AOC | ₹25.0 L | L3 | Rejected-AOC L3 |
| 4 | Not Admitted-Fee/PreQual/Technical NALBARI SATRA NALBARI P O CHOWKBAZAR PS NALBARI DISTRICT NALBARI | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Rakibul Hassan Mollah L3 | MR SHOBHAN KUMAR SAHA L1 | HABIBUL ISLAM SARKAR L2 |
|---|---|---|---|---|---|---|
| 1.00 | Maintenance of earthen shoulder ( Filling with fresh selected soil) Making up Loose materials / Irregularities on Shoulders to the design Level by adding fresh approved selected soil and compacting it with apropriate equipment at OMC Upto to a lead of 1000 m as per technical specification clause - 1903 | 2,000 | Sqm | 87.7 ₹1.8 L | 70 ₹1.4 L | 78.93 ₹1.6 L |
| 2.00 | Wooven Jute Geo Textile for River Bank Protection: (Supplying, testing and installation of 100cm wide woven jute geotextiles(JGT) 627 gm/sq.m posseing tensile strength of 20kn/m (+10%,-5% tolerance) with a porometry around 150 to 400 microns and thickness 2 mm for application in river bank protection work. Jute fabric to be laid with overlaps of 100mm crosswise and 300 mm longitudinally duly secured by U shaped MS staples (11 gauge)/ round head country nail of 150mm length at an interval of 750mm as per direction of the engineer-in charge). | 278 | Sqm | 136.61 ₹37,977.58 | 100 ₹27,800 | 122.95 ₹34,180.10 |
| 3.00 | Maintenanceof gravel road including making up the loss of profile, rectifying corrugated surface, filling up of depressions, pot holes and erosion gullies by adding fresh material compacting it with appropriate equipment or to strip excess of material from the road surface as per drawings and technical specification Clause 1905 | 937.5 | Sqm | 413.88 ₹3.9 L | 300 ₹2.8 L | 372.49 ₹3.5 L |
| 4.00 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and levelling as per technical specification clause 1906. | 1,125 | Sqm | 355.57 ₹4.0 L | 280 ₹3.1 L | 320.01 ₹3.6 L |
| 5.00 | Providing and laying inter locking concrete block pavement with M-40 grade of concrete blocks having thickness 80 mm as per technical specification clause 1504 complete including carriage. (a) Including Edge block / Edge restraints | 1,218.75 | Sqm | 1,222.73 ₹14.9 L | 1,008.35 ₹12.3 L | 1,100.46 ₹13.4 L |
| 6.00 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory signas per IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3, sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mmx 600mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 | 1 | Each | 8,364.03 ₹8,364.03 | 7,001.84 ₹7,001.84 | 7,529.34 ₹7,529.34 |
Tender Value
₹25.0 L
EMD Value
₹50,000
Closing Date
18 Feb 2026, 2:00 pmClosed
Executive Engineer
O/O The Executive Engineer, PWRD South Salmara District T R Division, Mankachar
Reconstruction and Recovery of Road from IBB Road to Puran Sukchar via Manik Sarkar High School, under NDRF(PDNA-2022) for the year 2025-26. Package No. SSDTRD_PDNA_6
2026_PWD_50619_6
SSRDM/TC-65/NIT/PDNA/2025-26/2
Open Tender
Civil Works – Roads
Mankachar
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
₹50,000
Yes
23 May 2026
29 Jan 2026
19 Feb 2026
29 Jan 2026
18 Feb 2026
29 Jan 2026
Wooven Jute Geo Textile for River Bank Protection: (Supplying, testing and installation of 100cm wide woven jute geotextiles(JGT) 627 gm/sq.m posseing tensile strength of 20kn/m (+10%,-5% tolerance) with a porometry around 150 to 400 microns and thickness 2 mm for application in river bank protection work. Jute fabric to be laid with overlaps of 100mm crosswise and 300 mm longitudinally duly secured by U shaped MS staples (11 gauge)/ round head country nail of 150mm length at an interval of 750mm as per direction of the engineer-in charge).
Maintenanceof gravel road including making up the loss of profile, rectifying corrugated surface, filling up of depressions, pot holes and erosion gullies by adding fresh material compacting it with appropriate equipment or to strip excess of material from the road surface as per drawings and technical specification Clause 1905
Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and levelling as per technical specification clause 1906.
Providing and laying inter locking concrete block pavement with M-40 grade of concrete blocks having thickness 80 mm as per technical specification clause 1504 complete including carriage. (a) Including Edge block / Edge restraints
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory signas per IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3, sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mmx 600mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701
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