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NTID 42911958
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💬 Talk to Our Bidding ExpertMandirtala Underpass To Kajipa in Howrah - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Mandirtala Underpass To Kajipa" in Howrah, India.
Public Works Department
Howrah, West Bengal, India
NTID 42911958
- Opening Date : Thu 25th December, 2025
- Closing Date : Tue 23rd December, 2025
- ₹ 498685.00
- NTID 42911958
Key Values: Document Cost: 925.00 | EMD: 9974.00 | Estimated Cost: 498685.00
Tender Description
Mandirtala Underpass To Kajipara Road, Emergent Repairing Work From Ch. 0.450 Km To 0.80 Km Of Howrah Highway Sub-division Under Howrah Highway Division In The District Of Howrah During The Year 2025-26 - Mandirtala underpass to Kajipara Road, emergent repairing work from ch. 0.450 km to 0.80 km of Howrah Highway Sub-Division under Howrah Highway Division in the District of Howrah during the year 2025-26.
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
BOQ Items Total Items : 10 | Total Qty : 914433.115
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. Depth up to 300 mm. | 404.60 | M2 |
| 2 | Granular Sub-base with Graded Material (Table:- 400-1) By Mix in Place Method: Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading-V | 70.805 | M3 |
| 3 | Water Bound Macadam Base Course Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper gradeand camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) Manual Means | 60.69 | M3 |
| 4 | Prime Coat Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming toIS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanicalmeans including cost and carriage of bitumen emulsion and allother incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm) | 404.60 | M2 |
| 5 | Tack Coat Providing and applying tack coat with Cationic Bitumen Emulsion 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 at the rate of 0.20 to 0.30 kg per sqm.) | 404.60 | M2 |
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