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NTID 43122052
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Inquiry NowRecovery And Restoration Work in Jhargram - Complete Tender Details
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Public Works Department
Jhargram, West Bengal, India
NTID 43122052
- Opening Date : Mon 12th January, 2026
- Closing Date : Sat 10th January, 2026
- ₹ 12888461.00
- NTID 43122052
Tender Description
Documents
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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
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EMD
257769.00 -
Document Cost
Refer Documents -
Estimated Cost
12888461.00
BOQ Items Total Items : 8 | Total Qty : 43407.92
| # | 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). On Bituminous Surface (Using Bitumen Emulsion RS-1 at the rate of 0.25 kg per sqm.) | 40145.000 | 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 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. | 222.250 | M3 |
| 3 | Bituminous Concrete Providing and laying bituminous concrete with Batch Type HMP of minimum capacity 100-120 TPH using Pakur variety crushed aggregates, filler materials (Rock dust) and premixed with bituminous binder VG-30 of specified grading @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, Including screening, cleaning of chips and preparing a uniform and qualify mix, transporting the hot mix to work site, laying the mixed materials at specified laying temperature as specified in Table 500-2 with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled and vibratory or tandem rollers or with a pneumatic type roller of 12 to 15 tonne weight with a type pressure at least 0.56 MPa, to achieve the desired density as per clause 505.3.5, Including cost and carriage of bitumen, crushed aggregates, filler materials and hire charges of machinery and equipment for construction and quality control, complete as per Clause 507 of Specifications for Rood & Bridge Works of MoRT&H (5th Revision). For Grading 2 (13.2 mm nominal size, 30mm mm thick.) Using Batch Type HMP of minimum capacity 100-120 TPH | 1071.000 | 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). | 1833.340 | 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). (i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening : | 84.330 | M3 |
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