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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-AOC MITRASENPUR CHANDRAKONA TOWN PACHIM MEDINIPUR | CHANDRAKONA TOWN | PACHIM MEDINIPUR | WEST BENGAL | ₹1.9 Cr | L1 | Accepted-AOC ACCEPTED |
| 2 | NO RANK₹1.9 CrRejected-Finance MITRASENDUR CHANDRAKONA DIST PASCHIM MEDINIPUR 721201 | CHANDRAKONA | PASCHIM MEDINIPUR | WEST BENGAL | 721201 | ₹1.9 Cr | NO RANK | Rejected-Finance NOT L1 |
| 3 | NO RANK₹1.9 CrRejected-Finance | ₹1.9 Cr | NO RANK | Rejected-Finance NOT L1 |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
13 Feb 2026, 2:00 pmClosed
SUPERINTENDING ENGINEER
Office of the Superintending Engineer, South Western Highway Circle, P.W.(Roads) Dte, Treasury Road, P.O. Midnapore, Dist. Paschim Medinipur, Pin 721101
Dahijuri Lalgarh Road from 0.00kmp to 7.950 Km, Surfacing work under Jhargram Highway Division, P.W.(Roads) Directorate in the district of Jhargram. Project ID - PD252640153S000. 3RD CALL
2026_WBPWD_988809_6
WBPWD/RDS/NIT-17/25-26/SE/SWHC
Open Tender
CIVIL WORKS
75 days
JHARGRAM
PLEASE REFER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹3.6 L
Yes
MIDNAPORE
28 Apr 2026
15 Jan 2026
16 Feb 2026
20 Jan 2026
13 Feb 2026
22 Jan 2026
21 Jan 2026
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 of Pakur variety etc. and screenings as applicable, and compacting the same with static roller as per Water Bound Macadam Specification, including cost of all materials and machineries. Note : The payment is to be done based on loose net volume of coarse aggregates only.
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 (including sides), finishing the top of repaired surface levelled with adjoining area, including cost and carriage of Pakur variety stone aggregates and matrix, excluding cost of applying tack coat. i) With premixed Chips with 54 kg of bitumen (VG-30) per m3 of loose net volume of stone chips using concrete mixer machine. (The payment is to be made on the basis of loose net volume of stone materials consumed in the work) (b) Using Mobile HMP (Light duty)
Tack Coat 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.)
Prime Coat Providing and applying primer coat with Cationic Bitumen Emulsion (SS-1) 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). For WBM Surface: (with primer @ 0.85kg/sqm)
Tack Coat 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 Granular surfaces treated with primer (Using Bitumen emulsion (RS-1) at the rate of 0.275 kg per sqm.)
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 (VG-30) 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-in charge.
Semi-dense Bituminous Concrete Providing & laying Semi-dense Bituminous Concrete (SDBC) as wearing coarse by Drum Mix Type HMP of minimum capacity 60-90 TPH, using Pakur variety coarse aggregates, fine aggregates, filler materials and binder bitumen (VG-30) of required specification and grading as per approved job mix formula, over thoroughly cleaned surface coated with tack coat, including screening, cleaning of aggregates, mixing the components as per approved Job Mix Formula with hot binder, carrying the mixture by tipper truck or any other approved suitable arrangements, laying the mixture uniformly, maintaining the specified laying temperature, thorough rolling with power roller with necessary hand packing and pinning to give an uniform surface to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, including the cost and carriage of aggregates, filler and binder, heating the binder, preheating the aggregates, and filler to the specified temperature, including the hire charges of Hot Mix Plant and other machineries, pay of operators, cost of fuel and lubricants and all other incidental charges complete. For Grading 2 (10 mm nominal size, 25 mm thick.) Using Drum mix Type HMP of minimum capacity 60-90 TPH.
Protective Work : Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed. (iii) 150mm diameter
Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed. (i) 100mm diameter
Coal tarring on wooden surfaces including cost of materials (a) Double coat.
Labour for driving Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. (iii) 150mm diameter
Labour for driving Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. (i) 100mm diamete
Labour for fitting and fixing 10 cm. to 13 cm. diameter Eucalyptus-bullah as ties and runners including necessary nails, bolts and nuts.
Supplying empty Cement bags in good condition & Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags.
Shouldering Work : 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
Water Bound Macadam Sub Base by consolidating Jhama metal with moorum scrcening 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). For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening @ 0.26 m3 :
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).
Painting (one coat) guard posts with 6nos. of 16cm wide horizontal alternate band in different colours after the scrapping the surface free from old paint etc. as directed with best quality synthetic enamel paint of approved make and brand after fixing old existing guard post in correct position true to line and level with repacking the ground at base properly and mending good damages if necessary complete in all respect.
Painting (one coat) K.M. post with best quality synthetic enamel paint of approved make and brand of different shades as directed after cleaning and washing the surface including mending good damages as necessary complete in all respect. a) 5th K.M. Post
Painting (one coat) K.M. post with best quality synthetic enamel paint of approved make and brand of different shades as directed after cleaning and washing the surface including mending good damages as necessary complete in all respect. b) Ordinary K.M. Post
Painting the vertical end faces of posts, wheel guards or railing or parapet with alternate bands of different colours as directed by the Engineer-in-charge with approved synthetic enamel paint. b) Two Coats
Add GST @ 18% on Rs. 14981578.00 i.e. total amount over item No. 1 to 21
Add Labour Welfare Cess @ 1% on Rs. 17678262.00 i.e. Total amount over item No. 1 to 22 plus 18%GST amount
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