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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 LAccepted-AOC | ₹9.9 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹10.0 LRejected-Finance B 60 1 BURDGE TOWN PASCHIM MEDINIPUR | HOOGHLY | WEST BENGAL | 712122 | ₹10.0 L | L2 | Rejected-Finance 2nd Lowest |
| 3 | L2₹10.0 LRejected-Finance | ₹10.0 L | L2 | Rejected-Finance 2nd Lowest |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Eligible |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Eligible |
Tender Value
₹9.9 L
EMD Value
₹19,784
Closing Date
31 Jan 2026, 12:00 pmClosed
EXECUTIVE ENGINEER
NH DIVISION NO. XII, TILPARA SURI BIRBHUM
Emergent temporary restoration of NH 14 Old NH 60 road from Ch 374 000 km to Ch 380 000 km in stretches under Rampurhat NH Sub-Division under NH Division XII in the District of Birbhum during the year 2025 26
2026_WBPWD_990024_1
NOTICE INVITING ELECTRONIC TENDER NO 05 Sl No 01 2 of 2025 2026
Open Tender
CIVIL WORKS
10 days
RAMPURHAT
Please refer Tender documents.
5 documents required · 5 mandatory
₹19,784
Yes
6 Feb 2026
16 Jan 2026
2 Feb 2026
16 Jan 2026
31 Jan 2026
16 Jan 2026
Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately By Mechanical Means Bituminous course
Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder of approved grade @ 4.0% (min) for Grading -1 and 4.5% (min) for Grading -2 by weight of total mix and filler(Cement /hydrated lime / Rock dust ) as per table 500-10 and mix design done as per table 500- 11and job mix formula as per clause 505.3.3 transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory tandem roller and with pneumatic tyre roller of 12 to 15 tonne weight with a pressure at least 0.56 MPa as directed by E-I-C, and to achieve the desired compaction as per MORT&H specification clause No. 505.3.5 complete in all respects (Reference to MORT&H's specification clause 505). or Grading 2 (26.5 mm nominal maximum aggregate size ) Layer Thickness 50-75mm
Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of approved grade@ 5.2% (min) for Gr.-1 & @ 5.4% (min) for Gr.-2 , as per table 500-17, and mix design done as per table 500-10 and job mix formula as per cl. 505.3.3 and filler(Cement /hydrated lime / Rock dust ), transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory tandem roller and with pneumatic tyre roller of 12 to 15 tonne weight with a pressure at least 0.56 MPa as directed by E-I-C to achieve the desired compaction as per clause no 507.3.5 complete in all respects ref. to MORTH specification clause No.507. ii) for Grading-2 ( 13.2 mm nominal maximum aggregate size), Layer thickness: 30mm
Providing and applying tack coat with bitumen emulsion (MS) using emulsion pressure distributor on the prepared bituminous / granular / cement concrete pavement surface cleaned with mechanical broom and high pressure air jet( Reference to MORT&H's Specification clause 503. ii) On bituminous surface treated with Bitumen emulsion @ 0.25 kg./Sqm.
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