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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23 LAccepted-AOC | ₹23 L | L1 | Accepted-AOC Awarded to L1 bidder |
| 2 | L2₹24.3 LRejected-Finance | ₹24.3 L | L2 | Rejected-Finance Allotted to L1 bidder |
| 3 | L3₹25.2 LRejected-Finance | ₹25.2 L | L3 | Rejected-Finance Allotted to L1 bidder |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Hard copy not submitted |
| Sl No | Description | Qty | Unit | APURBA BEZBARUAH L1 | UTPAL DEKA L2 | SANKAR DEKA L3 |
|---|---|---|---|---|---|---|
| 1.00 | Recovery and Reconstruction of Amoni to Pakhura via Jokmari
Maintenance of Earthen shoulder (filling with fresh selected soil)
1 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 1000m as per Technical Specification clause 1903 maintenance of Earthen shoulder (stripping of excess soil) | 3,510 | Sqm | 73 ₹2.6 L | 74.1 ₹2.6 L | 76.74 ₹2.7 L |
| 2.00 | Maintenance of WBM Road
Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906.
sqm 298.80 | 731.25 | Sqm | 285.51 ₹2.1 L | 300.45 ₹2.2 L | 311.12 ₹2.3 L |
| 3.00 | Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 7,312.5 | Sqm | 11 ₹80,437.50 | 11.86 ₹86,726.25 | 12.28 ₹89,797.50 |
| 4.00 | 20mm thick Open Graded Premix carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
(Using concrete mixture of 0.4/0.28 cum caacity & with CMS)
providing , laying and rolling of open - graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregate either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.2 Bitumen (S-90) | 7,312.5 | Sqm | 170 ₹12.4 L | 179.9 ₹13.2 L | 186.29 ₹13.6 L |
| 5.00 | Seal coat
Providing and laying seal coat using Bitumen Emulsion sealing the voids in a bitumenous surface laid to the specified levels grade and cross fall using Type A, Type B and Type C as per Technical Specification clause 510 (including carriage upto initial lead of 5.0Km from quarry and carriage of mixed material upto 10.0Km initial lead from mixing plant) including cost of testing of materials at site and laboratory as directed by the deptt..
A By manual means
Bitumen (S-90) | 7,312.5 | Sqm | 68 ₹5.0 L | 72.77 ₹5.3 L | 75.35 ₹5.5 L |
| 6.00 | Traffic Signs
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixing over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing and technical specification clause 801
ii) 600mm equilateral triangle | 4 | Sqm | 3,544.58 ₹14,178.31 | 3,801.08 ₹15,204.32 | 3,877.03 ₹15,508.10 |
Tender Value
₹28.8 L
EMD Value
₹58,000
Closing Date
20 Jan 2026, 2:00 pmClosed
EE, PWRD, NDTRD, Nalbari
O/o the EE, PWRD, NDTRD, Nalbari
Recovery and Reconstruction of Amoni to Pakhura via Jokmari under NDRF (PDNA -2022) for the year 2025-26.
2026_PWD_49922_11
Tech/NDTRD/NIT/1028/4212 dated 03.01.2026
Open Tender
Civil Works – Roads
90 days
Nalbari
Please refer Tender documents.
5 documents required · 5 mandatory
₹580
Yes
₹58,000
Yes
22 Jun 2026
8 Jan 2026
21 Jan 2026
8 Jan 2026
20 Jan 2026
8 Jan 2026
8 Jan 2026 - 20 Jan 2026
Maintenance of WBM Road Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906. sqm 298.80
Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
20mm thick Open Graded Premix carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 (Using concrete mixture of 0.4/0.28 cum caacity & with CMS) providing , laying and rolling of open - graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregate either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.2 Bitumen (S-90)
Seal coat Providing and laying seal coat using Bitumen Emulsion sealing the voids in a bitumenous surface laid to the specified levels grade and cross fall using Type A, Type B and Type C as per Technical Specification clause 510 (including carriage upto initial lead of 5.0Km from quarry and carriage of mixed material upto 10.0Km initial lead from mixing plant) including cost of testing of materials at site and laboratory as directed by the deptt.. A By manual means Bitumen (S-90)
Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixing over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing and technical specification clause 801 ii) 600mm equilateral triangle
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