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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.5 LAccepted-Finance P O DURIA P S MURARAI DIST BIRBHUM PIN 731238 | BIRBHUM | WEST BENGAL | 731238 | ₹13.5 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹13.6 LRejected-Finance NALHATI BIRBHUM | NALHATI | BIRBHUM | WEST BENGAL | ₹13.6 L | L2 | Rejected-Finance Rejected |
| 3 | L3₹13.6 LRejected-Finance | ₹13.6 L | L3 | Rejected-Finance Rejected |
| 4 | L4₹13.6 LRejected-Finance VILLAGE MURARAI P O MURARAI DISTRICT BIRBHUM | MURARAI | BIRBHUM | WEST BENGAL | ₹13.6 L | L4 | Rejected-Finance Rejected |
| 5 | Rejected-Technical BAZARPARA P O RAMPURHAT DIST BIRBHUM PIN 731224 | RAMPURHAT | BIRBHUM | WEST BENGAL | 731224 | - | - | Rejected-Technical Dis-Qualified due to proper document not submitted. |
Tender Value
₹13.6 L
EMD Value
₹27,155
Closing Date
3 Feb 2026, 2:00 pmClosed
EXECUTIVE ENGINEER BIRBHUM HIGHWAY DIVISION-I
Sarakbhavan, Lambodarpur, Suri, Birbhum
Construction of Storm Water Surface Drain beside the Rajgram Mohanpur Road at Ch 3.00km to 3.35km under Rampurhat Highway Sub Division of Birbhum Highway Division-I in the district of Birbhum during the year 2025-26 (under SDMF Scheme).
2026_WBPWD_988915_1
WBPWD(R)/EE/BHD-I/NIT-18/25-26
Open Tender
CIVIL WORKS
60 days
Rajgram Mohanpur Road at Ch 3.00km to 3.35km
Please refer Tender documents.
4 documents required · 4 mandatory
₹27,155
Yes
17 Feb 2026
16 Jan 2026
6 Feb 2026
16 Jan 2026
3 Feb 2026
16 Jan 2026
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Fine Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
Providing and laying Plain Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. PCC Grade M20
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. RCC Grade M20 I) Using concrete mixer
Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. Other than SAIL / TATA / RINL.
Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
GST @ 18% on Item no 1 to 7
Labour Welfare Cess @ 1% on Item no 1 to 8
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