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NTID 42892166
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💬 Talk to Our Bidding ExpertDevelopment Of Bituminous Road in Parganas - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Development Of Bituminous Road" in Parganas, India.
MUNICIPAL AFFAIRS DEPARTMENT
Parganas, West Bengal, India
NTID 42892166
- Opening Date : Fri 19th December, 2025
- Closing Date : Wed 17th December, 2025
- ₹ 904394.00
- NTID 42892166
Key Values: Document Cost: 0.00 | EMD: 18088.00 | Estimated Cost: 904394.00
Tender Description
Development Of Bituminous Road At New Panchanantala At Ward No. 22,booth-149,(area-1800sqm) Apas Scheme Id-apas/01/112/149/0003
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
-
Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
18088.00 -
Document Cost
Refer Documents -
Estimated Cost
904394.00
BOQ Items Total Items : 8 | Total Qty : 9068.6
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Labour for picking up existing metalled road surface to a specified average depth, including screening and stacking the pavement materials. For average depth up to 40 mm by manual means: (i) Stone-metal surface. | 1800.000 | SqM |
| 2 | Bituminous Macadam using Mobile Hot Mix Plant (Light Duty) Providing and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature by means of approved and suitable arrangements to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling 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 Specifications for Road & Bridge Works of MoRT&H (5th Revision). For Grading 2 (19 mm nominal size, 50-75 mm thick.) | 66.600 | CuM |
| 3 | Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm) (i) For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm)a) Over water bound Macadam surface 0.85 kg/sqm(av) | 1800.000 | SqM |
| 4 | Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m per m ) and 11.2 mm (@ 0.009 m per m ) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD. | 1800.000 | SqM |
| 5 | Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). II By Manual Means With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)Labour rate per sq.m. area a) On freshly laid premixed surface without Tack Coat Stone Grid | 1800.000 | SqM |
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