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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAccepted-Finance | ₹1.4 L | L1 | Accepted-Finance ELIGIBLE |
| 2 | L2₹1.5 LAccepted-Finance | ₹1.5 L | L2 | Accepted-Finance INELIGIBLE |
| 3 | L3₹1.5 LAccepted-Finance | ₹1.5 L | L3 | Accepted-Finance INELIGIBLE |
| 4 | L4₹1.6 LAccepted-Finance | ₹1.6 L | L4 | Accepted-Finance INELIGIBLE |
| 5 | L5₹1.6 LAccepted-Finance | ₹1.6 L | L5 | Accepted-Finance INELIGIBLE |
Tender Value
₹1.9 L
EMD Value
₹3,764
Closing Date
5 Feb 2026, 2:00 pmClosed
Assistant Engineer of BHSD, PW (Roads) Dte.
Office of the Assistant Engineer, Bishnupur Highway Subdivision, PW(Roads) Directorate, Bishnupur, Bankura, Pin- 722122.
Bishnupur - Patrasayer Road from 21.300th km to 21.360 km (left side of road), Construction of Bamboo pile wall under Bankura Highway Division, P.W.(Roads) Directorate in the District of Bankura.
2026_WBPWD_990049_1
WBPWRD /AE /BHSD/NIT-08/ 2025-2026 / SL-01
Open Tender
CIVIL WORKS
Bishnupur
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,764
19 Feb 2026
16 Jan 2026
10 Feb 2026
21 Jan 2026
5 Feb 2026
21 Jan 2026
WBPWRD /AE /BHSD/NIT-08/ 2025-2026 / SL-01
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201 for Rural Roads of MORD. (I) B(II) By Mechanical Means a) In area of non-thorny jungle
Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge. I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. a) upto 3 m depth (i) With pumping out water including shoring as required.
Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all. lifts and leads, transporting to site, spreading, grading to.............. Extra for carriage of all kinds of earth by Mechanical Transport: (e) Carriage up to total lead of 5.0 km. * land owned and arranged by Contractor add ` 25.00 per m³ extra over rate of E/W. During initial payment of bill, a deduction @ ( 29.00 + 5.30 )= 34.30 per m³ may be made.as per Govt. notification if non production of necessary documents in support of payment made towards the royalties & Cessess.
Water Bound Macadam Sub Base Water Bound Macadam Sub Base by consolidating jhama metal of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand (i) For Construction of Sub Base by consolidating Laterite ( 90 mm to 45 mm ) @ 1.45 m3/m3 without moorum screening :
Spreading blindage for road topping using sand /moorum / kiln rubbish etc. in approximately 6mm thick layer, including watering and rolling complete
R.C. Guard post Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate ands in white/tannery yellow and black to 90 cm length standing up above ground after mendinggood damages if any during striking off shuttering, making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect. With Pakur variety stone chips
Bamboo Pile Walling made of 6.5cm to 7.5cm dia bamboo (in single line) driven about half-length into ground at very close spacing of 30cm c/c side by side, with stout stays at an interval of 90cm fixed with bamboo post of length 1.25m driven 1m below G.L., 3 nos. of half split bamboo runner of same dia fitted and fixed with nails etc. and lining exposed portion with sheets made from cut drums (empty bitumen drums) fitted and fixed with a lap width of 100 mm at each joint, complete as per direction including the cost of drum sheets and including the cost of nails, wires etc. (ii) With bamboos of length above 2.00m and upto 2.50m
Coal tarring on wooden surfaces including cost of materials (a) Double coat
Walling or roofing fitted and fixed complete with cut drum sheets including the cost of drums, cost of cutting drums and flattening the sheets and cost of necessary nails and screws.
Supplying empty Cement bags in good condition including sppply of fine sand and 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.
Add GST @ 18%
Add Labour Welfare Cess @ 1%
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