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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.9 LAccepted-AOC | ₹28.9 L | L1 | Accepted-AOC Awarded to L1 bidder |
| 2 | L1₹28.9 LRejected-Finance | ₹28.9 L | L1 | Rejected-Finance Rejected by CE |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected by EE |
| Sl No | Description | Qty | Unit | Abubakkar Siddik Pasha L1 | Alifur Rahman L1 |
|---|---|---|---|---|---|
| 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 (existing width of shoulder is considered 1.00 m) | 1,115 | Cum | 87 ₹97,005 | 87 ₹97,005 |
| 2.00 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4 | 6,720 | Cum | 8 ₹53,760 | 8 ₹53,760 |
| 3.00 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification Clause 1906. | 1,251 | Sqm | 354 ₹4.4 L | 354 ₹4.4 L |
| 4.00 | 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 (Provided only on WBM surface) | 6,720 | Sqm | 42 ₹2.8 L | 42 ₹2.8 L |
| 5.00 | 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 bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 6,720 | Sqm | 14 ₹94,080 | 14 ₹94,080 |
| 6.00 | Semi Providing Dense Bituminous Concrete: and laying semi dense bituminous concrete with 100-120 ΤΡΗ batch type HMP producing an average output of 75 tons 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.)
(a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification)
(1) with 60/70 or VG-30 grade bitumen for Gradingli (10 mm nominal size) | 168 | Cum | 10,256 ₹17.2 L | 10,256 ₹17.2 L |
| 7.00 | Construction of toe walls for protection of slops as per drawing and technical specification. Clause-1302.5
a) Random robble masonary in case of stone pitching laid with cement mortar
(1:5) proportion. | 40.5 | Cum | 4,942 ₹2.0 L | 4,942 ₹2.0 L |
Tender Value
₹28.9 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 Barkhetri Banekuchi to Danguapara Road under NDRF (PDNA-2022) for the year 2025-26.
2026_PWD_49922_10
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
₹58,000
Yes
16 May 2026
8 Jan 2026
21 Jan 2026
8 Jan 2026
20 Jan 2026
8 Jan 2026
8 Jan 2026 - 20 Jan 2026
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4
Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification Clause 1906.
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 (Provided only on WBM surface)
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.
Semi Providing Dense Bituminous Concrete: and laying semi dense bituminous concrete with 100-120 ΤΡΗ batch type HMP producing an average output of 75 tons 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.) (a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (1) with 60/70 or VG-30 grade bitumen for Gradingli (10 mm nominal size)
Construction of toe walls for protection of slops as per drawing and technical specification. Clause-1302.5 a) Random robble masonary in case of stone pitching laid with cement mortar (1:5) proportion.
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