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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.4 LAccepted-Finance | ₹21.4 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹22.2 L+₹79,805.95 (3.74%)Rejected-Finance | ₹22.2 L+₹79,805.95 (3.74%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹23.6 L+₹2.3 L (10.6%)Rejected-Finance | ₹23.6 L+₹2.3 L (10.6%) | L3 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | Md. Chan Ali L1 | Jogen Kalita L3 | Tapan Kalita L2 |
|---|---|---|---|---|---|---|
| 1.00 | 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 | 2,485.37 | Cum | 79.98 ₹1,98,774.99 | 75.05 ₹1,86,527.09 | 73.05 ₹1,81,556.35 Lowest |
| 2.00 | 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. | 1,382.91 | Cum | 351.14 ₹4,85,597.07 | 370 ₹5,11,676.7 | 350 ₹4,84,018.5 Lowest |
| 3.00 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. | 1,382.91 | Sqm | 74.55 ₹1,03,097.21 Lowest | 75 ₹1,03,718.25 | 75 ₹1,03,718.25 |
| 4.00 | 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 bit
bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 4,245 | Sqm | 15.81 ₹67,092.97 | 13 ₹55,185 | 12 ₹50,940 Lowest |
| 5.00 | Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.)
I With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification) A With 60/70 or VG-30 grade bitumen (i) for Grading I (13 mm nominal size) | 106.14 | Cum | 10,764.03 ₹11,42,494.04 Lowest | 13,000 ₹13,79,820 | 12,000 ₹12,73,680 |
| 6.00 | Repair to HPC | 2 | Each | 45,021.25 ₹90,042.5 | 35,199.98 ₹70,399.96 | 35,079.95 ₹70,159.9 Lowest |
| 7.00 | Speed Hump | 2 | Each | 24,584.13 ₹49,168.26 Lowest | 28,000 ₹56,000 | 26,000 ₹52,000 |
Tender Value
₹26.7 L
EMD Value
₹53,000
Closing Date
20 Feb 2026, 2:00 pmClosed
EE, PWRD, NDTRD, Nalbari
O/o the EE, PWRD, NDTRD, Nalbari
Recovery and Re-Construction of Nalbari Rampur Nilpur Purandhar Road (Kotra HS School Approach Road) under NDRF (PDNA-2022) for the year 2025-26.
2026_PWD_51027_5
Tech/NDTRD/NIT/1028/4360 dated 10.02.2026
Open Tender
Civil Works – Roads
Item Rate
90 days
Nalbari
Please refer Tender documents.
5 documents required · 5 mandatory
₹530
₹53,000
Yes
6 Aug 2026
13 Feb 2026
21 Feb 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
13 Feb 2026 - 20 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 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 1000 m as per technical specification Clause 1903 | 0.4 | Cum | 99.96 | ₹39.98 |
| 2 | 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. | - | Cum | 438.87 | - |
| 3 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. | - | Sqm | 93.18 | - |
| 4 | 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 bit
bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | Sqm | 19.75 | - |
| 5 | Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.)
I With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification) A With 60/70 or VG-30 grade bitumen (i) for Grading I (13 mm nominal size) | - | Cum | 13,453.35 | - |
| 6 | Repair to HPC | - | Each | 56,269.53 | - |
| 7 | Speed Hump | - | Each | 30,726.32 | - |
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