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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.6 LAccepted-Finance | L1 | Accepted-Finance Lowest rate | |
| 2 | L2₹32.9 L+₹33,573.99 (1.03%)Rejected-Finance | L2 | Rejected-Finance Higher rate | |
| 3 | L3₹33.4 L+₹76,274.90 (2.34%)Rejected-Finance | L3 | Rejected-Finance Higher rate |
Tender Value
₹32.6 L
EMD Value
₹65,192
Closing Date
16 Sept 2026, 2:00 pmClosed
Executive Engineer WBSRDA Howrah Div I
2 M.G. Road, Howrah - 711101
Repairing work in stretch for the road L024-T01 Chandra Bati to Chadra Bati Uttar L024
2026_PRD_5021310_10
WBSRDA/EE/HOW-1/NIeT/01 of 2026-27
Open Tender
CIVIL WORKS
Percentage
30 days
Howrah
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹65,192
5 Oct 2026
1 Sept 2026
18 Sept 2026
3 Sept 2026
16 Sept 2026
3 Sept 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 | Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1000 metres
(Reference to MoRT&H's specification clause 305.4.3) | 1 | sqm | 34.75 | ₹34.72 |
| 2 | Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density (Reference to MoRT&H's specification 404).
A) By Manual Means
(i) Grading-2(Table 400-9)
(ii) Using Screening (Table 400-10) Type-B (11.2 mm aggregate) | - | cum | 5,623.17 | - |
| 3 | Cement Concrete Pavement
Construction of un-reinforced, dowel jointed, plain cement concrete pavement of specified grade with characteristic flexural strength of concrete not less than 4.5 MPa over a prepared sub base as per clause 602 of MORT&H's specification 2013 and cement content as per clause 602.3.2 , coarse and fine aggregate conforming to IS 383, using fine and coarse aggregates of approved variety combined gradation as per Table 600-3 of MORTH specification 2013, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a batch mix plant with weigh batching facility as per approved mix design done as per IRC:44, transported to site, laid with a slip form paver with electronic sensor , spread, compacted and finished in a continuous operation including provision of contraction, expansion,construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant as per IRC:57, debonding strip, dowel bar,tie bar, admixtures asapproved, tinning, texturing,curing, finishing to lines and grades as per drawing (Reference to MORT&H's specification 602 along with IRC 15). | - | cum | 7,907.55 | - |
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