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NTID 43122001
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💬 Talk to Our Bidding ExpertRecovery And Restoration Work in Jhargram - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Recovery And Restoration Work " in Jhargram, India.
Public Works Department
Jhargram, West Bengal, India
NTID 43122001
- Opening Date : Mon 12th January, 2026
- Closing Date : Sat 10th January, 2026
- ₹ 11326225.00
- NTID 43122001
Key Values: Document Cost: 250.00 | EMD: 226525.00 | Estimated Cost: 11326225.00
Tender Description
Recovery And Restoration Work Of Gopiballavpur Hatibari Road From 0.00kmp To 4.00kmp Under Jhargram Highway Division In The District Of Jhargram For Mending Up Damages Occurred Due To Heavy Rainfall / Flood Like Situation.
Documents
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Download Now – Only ₹200-
Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
226525.00 -
Document Cost
250.00 -
Estimated Cost
11326225.00
BOQ Items Total Items : 16 | Total Qty : 20753256.91
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Providing and applying tack coat with Cationic Bitumen Emulsion RS-1 of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) On Bituminous Surface (Using Bitumen Emulsion RS-1 at the rate of 0.25 kg per sqm.) | 32760.000 | M2 |
| 2 | Providing and laying Bituminous Profile Corrective Course using Mobile Hot Mix Plant (Light Duty) and using Pakur variety aggregates of Grading-2 of Table-33 premixed with 75kg of bitumen VG-40 per cum, transported to site laid over a previously prepared surface at specified laying temperature to the required grade, level and alignment, as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per direction of Engineer-incharge. | 210.000 | M3 |
| 3 | Semi-dense Bituminous ConcreteProviding & laying Semi-dense Bituminous Concrete (SDBC) as wearing coarse by Batch Type HMP of Minimum Capacity 100-120 TPH using Pakur variety coarse aggregates, fine aggregates, filler materials and binder VG-40 of required specification and grading as per approved job mix formula, over thoroughly cleaned surface coated with tack coat, including screening, cleaning of aggregates, mixing the components as per approved Job Mix Formula with hot binder, carrying the mixture by tipper truck or any other approved suitable arrangements, laying the mixture uniformly, maintaining the specified laying temperature, thorough rolling with power roller with necessary hand packing and pinning to give an uniform surface to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, including the cost and carriage of aggregates, filler and binder, heating the binder, preheating the aggregates, and filler to the specified temperature, including the hire charges of Hot Mix Plant and other machineries, pay of operators, cost of fuel and lubricants and all other incidental charges complete. For Grading 2 (10 mm nominal size, 25-30 mm thick.) Using Batch Type HMP of minimum capacity 100-120 TPH. | 714.000 | M3 |
| 4 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). | 1466.520 | M2 |
| 5 | Water Bound Macadam Sub Base by consolidating Jhama metal with moorum screening of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening : | 450.000 | M3 |
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