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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.3 LAccepted-Finance VILL P O PUINAN DIST HOOGHLY PIN 712305 | PUINAN | HOOGHLY | WEST BENGAL | 712305 | ₹12.3 L | L1 | Accepted-Finance accepted |
| 2 | L2₹12.3 LRejected-Finance BILBORAKOPRA LALGOLA MURSHIDABAD | LALGOLA | MURSHIDABAD | WEST BENGAL | ₹12.3 L | L2 | Rejected-Finance Rejected |
| 3 | L3₹14.3 LRejected-Finance | ₹14.3 L | L3 | Rejected-Finance Rejected |
| 4 | L4₹14.5 LRejected-Finance | ₹14.5 L | L4 | Rejected-Finance Rejected |
| 5 | L5₹15.6 LRejected-Finance 5A RAMKANAI ADHIKARY LANE KOLKATA 700012 | KOLKATA | WEST BENGAL | 700012 | ₹15.6 L | L5 | Rejected-Finance Rejected |
Tender Value
₹15.4 L
EMD Value
₹30,834
Closing Date
9 Feb 2026, 3:00 pmClosed
Executive Engineer -I Alipore Division PWD
Executive Engineer_I Alipore Division PWD 2nd and 3rd Floor 32_Belvedere Road Alipore Kolkata_700027
Repair of existing road at North bound approach at western flank of Charial Khal on Diamond Harbour Road under Alipore Division during the year 2025 26
2026_WBPWD_984091_1
WBPWDEEIALI/NIET57BSD/25-26
Open Tender
CIVIL WORKS
30 days
ALIPORE
Please refer Tender documents.
4 documents required · 4 mandatory
₹30,834
Yes
18 Mar 2026
6 Jan 2026
11 Feb 2026
7 Jan 2026
9 Feb 2026
7 Jan 2026
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD. (I) By Manual Means : a) Bituminous Courses :
b) Granular Courses :
Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
100 mm thick interlocking designer concrete paver block M-50 grade for high-traffic zone, bus terminus, industrial complex, mandi houses etc. as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices of blocks with fine sand by brooming & subsequent watering complete, including cost of sand but excluding cost of base, subbase course & subgrade preparation) complete as per direction of Engineer-in-Charge. [Note: Subgrade CBR shouldnot be less than 5]
Plain / Reinforced Cement Concrete in open foundation with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications : D] RCC Grade M25 : 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.
Bituminous Concrete Providing and laying bituminous concrete with Hot Mix Plant using coarse aggregates, fine aggregates, filler materials and bituminous binder of required specification including screening, cleaning of chips and preparing a uniform and quality mix in Hot Mix Plant and ensuring a homogeneous mix, in which all particles of the mineral aggregates are coated uniformly, transporting the hot mix to work site, laying the mixed materials at specified laying temperature with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled, vibratory and tandem rollers for break down, inter-mediate and finished rolling to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, including cost and carriage of bitumen, coarse and fine aggregates and filler materials and hire charges of machinery and equipment for construction and quality control, fuels and lubricants and wages of operational staff complete as per Clause 507 of Specifications for Road & Bridge Works of MoRT&H (5th Revision) : A] For Grading 1 : (19 mm nominal size, 50 mm thick.) : (i) Using Batch Type HMP of minimum capacity 100-120 TPH :
Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal/ Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge :
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