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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.3 LAccepted-AOC | ₹12.3 L | L1 | Accepted-AOC Bidder is L1(lowest one) |
| 2 | L2₹12.7 LRejected-Finance | ₹12.7 L | L2 | Rejected-Finance Bidder is not L1(lowest one) |
| 3 | L3₹12.7 LRejected-Finance | ₹12.7 L | L3 | Rejected-Finance Bidder is not L1(lowest one) |
Tender Value
₹12.3 L
EMD Value
₹24,569
Closing Date
24 Jul 2026, 2:00 pmClosed
Executive Engineer,PWD
Executive Engineer,PWD Chawkbazar, Hooghly
Emergent Patch repair of Baidyabati-Tarakeswer-Champadanga Road-Chanage from 0.00 kmp to 1.94 km and 2.28 -10.00 Kmp under Hooghly Construction sub division-III, PWD under Hooghly Construction Division, PWD during the year 2026-2027
2026_WBPWD_5016681_1
WBPWD/EE/HCD/ NITe-08 of 2026-2027
Open Tender
CIVIL WORKS
Percentage
7 days
Hooghly
Please refer Tender documents.
4 documents required · 4 mandatory
₹24,569
Yes
18 Aug 2026
10 Jul 2026
27 Jul 2026
11 Jul 2026
24 Jul 2026
11 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0% (min.) for Grading 1 & 4.5% (min.) for Grading 2 by weight of total mix and filler(Cement /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 and tandem rollers to achieve the desired compaction as per
MORT&H specification clause No. 505.4 complete in all respects (Reference to MORT&H's specification clause 505).
for Grading 2 (26.5 mm nominal size) Layer Thickness 50-75mm | - | cum | 18,734.69 | - |
| 2 | 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.
for Grading-2
( 13.2 mm nominal maximum aggregate size), Layer thickness:30-40mm | - | cum | 21,663.02 | - |
| 3 | Providing and applying tack coat with Cationic bitumen emulsion (RS1) complying with IS:8887 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).
i)On bituminous surface @ 0.20kg-0.3kg /sqm. | - | sqm | 27.76 | - |
| 5 | LABOUR WELFARE CESS = 1% ADD | - | Percentage | 1 | - |
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