WB-HMC/NIT/ED/25/EE-II/26-27
Howrah Municipal Corporation · Howrah, West Bengal · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹28.6L
- EMD: ₹57K
- Published: 14 Oct 2026
- Closing date: 14 Nov 2026
- Status: open
- Status as of: 25 Oct 2026 12:15 UTC
- Ministry: Municipal Affairs Department
- Department: Urban Local Bodies
- Office: Roads
Description
Urgent restoration of road with Water Bound Macadam at BTG near Medicare Boundary wall under the jurisdiction of HMC Ward No. 8. Defect liability period: 05 years.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (5)
- Excavation in Soil by Manual Means Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres (Reference to MoRT&H's specification clause 301) [Ref : NHAI, Page -79, Item-1] — Qty: 960 M3
- Sand Filling in Foundation Trenches with good local sand free from earth not exceeding 150 mm compacted thickness including inundating each layer by profuse water and porking and rammimg layer by layer. Quality of sand is to be approved by the Engineer-in-charge.(Reference to MORT&H's specification 304). [Ref : NHAI. Page -182, Item-3] — Qty: 480 M3
- 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). By Manual Means 9A(ii) Grading-2 (Table 400-9) 9A (ii)(b) Using Screening (Table 400-10) Type-B (11.2 mm aggregate) [Ref : NHAI, Page - 104 Item-9] Rate Analysis — Qty: 240 M3
- By Mix in Place Method Construction of granular sub-base by providing graded materials such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desired density, complete as per clause 401 for grading-II Material [Ref : NHAI, P-99, it-1B, Rate Analysis Attached] — Qty: 240 M3
- Labour Welfare Cess 1% — Qty: 1 No.
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