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NTID 43122071
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💬 Talk to Our Bidding ExpertRecovery And Restoration Work in Midnapore - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Recovery And Restoration Work " in Midnapore, India.
Public Works Department
Midnapore, West Bengal, India
NTID 43122071
- Opening Date : Mon 12th January, 2026
- Closing Date : Sat 10th January, 2026
- ₹ 16589819.00
- NTID 43122071
Key Values: Document Cost: 750.00 | EMD: 331796.00 | Estimated Cost: 16589819.00
Tender Description
Recovery And Restoration Work Of Aadhkatha Palaschabri Road (z P Road) From 0.00km To 4.710km (excluding Causeway Length Of 63.00 Mtr) Under Midnapore Highway Division In The District Of Paschim Medinipur For Mending Up Damages Occurred Due To Heavy - Recovery and restoration work of Aadhkatha Palaschabri Road (Z P Road) from 0.00km to 4.710km (excluding causeway length of 63.00 mtr) under Midnapore Highway Division in the district of Paschim Medinipur for mending up damages occurred due to heavy rainfall / flood like situation.
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
-
EMD
331796.00 -
Document Cost
750.00 -
Estimated Cost
16589819.00
BOQ Items Total Items : 13 | Total Qty : 30402638.55
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specifications Clause 201 for Rural Roads of MORD. By Manual Means | 0.980 | Hector |
| 2 | Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed. c) By mechanical means (without milling machine) : Cold milling of Bituminous Pavement surface upto the required depth by mechanical means using milling machine, without disturbing the under laying layers, to proper line and level, cleaning the surface properly after milling and removing the loose materials, stacking the milled materials for re-use, necessary guarding, barricading & lighting, including hire charges of machinery, cost of fuel and labour and other incidental charges all complete and as per direction of Engineer-in-charge. i) For depth upto 100mm | 21724.700 | M2 |
| 3 | Dense Bituminous Macadam Providing and laying dense bituminous macadam with Batch type HMP of minimum capacity 100-120 TPH using Pakur variety aggregate of specified grading, filler(Hydrated lime) premixed with bituminous binder of approved grade @4.0% (min) lor Grading -1 and 4.5% (min) for Grading -2 by weight of total mix as per table 500-10 and mix design done as per fable 500- 11 and job mix formula as per clause 505.3.3 to MoRT&H (5th Revision), including screening, cleaning of chips , 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 tire pressure of at least 0.56 MPa, to achieve the desired density as per clause 505.3.5, all 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 505 of Specifications for Rood & Bridge Works of MoRT&H (Sth Revision). For Grading 2 (26.5 mm nominal size, 50 mm thick.) Using Batch Type HMP of minimum capacity 100-120 TPH. | 231.530 | M3 |
| 4 | Bituminous Concrete Providing and laying bituminous concrete with Batch type HMP of minimum capacity 100-120 TPH using crushed aggregates, filler materials (Cement /hydrated lime /Rock dust) and premixed with bituminous binder VG-40 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 tock coat, rolling with smooth wheeled and vibratory or tandem rollers or with a pneumatic tire roller of 12 to 15 tonne weight with a tire pressure at least 0.56 Map, 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). B. For Grading 2 (13.2 mm nominal size, 30mm mm thick.) (i) Using Batch Type HMP of minimum capacity 100-120 TPH 6 | 782.090 | M3 |
| 5 | 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 at the rate of 0.25 kg per sqm.) | 30330.630 | M2 |
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