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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹4.9 L
EMD Value
₹9,749
Closing Date
14 Jan 2026, 9:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer Baruipur Sub Division, PW D
Office of the Assistant Engineer, Baruipur Sub-Division, P.W. D PWD Stackyard Compound,1st Floor, Kulpi Road, Near Pather Sathi,P.O P.S- Baruipur, Kolkata-700144
Emergent Repair and Restoration to Sasan Station to Durgapur Station Road from 0.430 km to 0.830 km in different stretches, under South 24-Parganas Division, PWD in the district of South 24-Parganas-during the year 2025-2026.
2025_WBPWD_976986_2
WBPWD/AE/BSD/eNIT-16/2025-2026
Open Tender
CIVIL WORKS
Percentage
10 days
Baruipur
Please refer Tender documents.
4 documents required · 4 mandatory
₹9,749
Yes
19 Jan 2026
19 Dec 2025
16 Jan 2026
20 Dec 2025
14 Jan 2026
20 Dec 2025
Patching of potholes by draining water, cutting the pothole area to rectangular shape with vertical edges, removing all loose materials, screening and stacking the same for reuse with new materials as per requirement, filling the pothole area with additional volume of crushed stone materials ............etc. Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) Manual Means
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. By Manual Means From 25 mm to 50 mm thick.
Labour for picking up existing metalled road surface to a specified average depth, including screening and stacking the pavement materials. For average depth above 75 mm but not exceeding 150 mm by manual means: Stone-metal surface.
Brick / Jhama metal surface.
Earthwork in cutting to form road section in correct profile including removal of spoils not exceeding initial lead of 50m and initial lift of 1.5m (Mode of measurement: pre works and post works) In ordinary soil
Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction,including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary.
Supplying, spreading and consolidating Stone Dust to a depth of 100 mm and above at desired density and C.B.R. as per Specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days,................etc.
Repairing pot-holes and making up small depressions with ramming or power rolling including screening, cleaning chips or metals and washing, drying as necessary and heating the chips or metal where necessary, cutting pot holes to regular shapes with vertical edges, cleaning the disintegrated materials, heating matrix and applying tack coat ....etc. With premixed Chips or Bajrees with 54 kg ofbitumen per m3 of loose net volume of stonechips using concrete mixer machine. (Thepayment is to be made on the basis of loose netvolume of stone materials consumed in the work)
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 grade...etc. Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) Manual Means
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 …etc. For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm)
Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) 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 ..etc.
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 ...etc. By Manual Means With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)
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.)
Add GST @18%
Add Labour welfare Cess @1%
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