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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical VILL CHAKBAHADURPUR P O CHAKBAHADURPUR P S BALSHNABNAGAR MALDA WB 732210 | MALDA | MALDA | WB | 732210 | Admitted-Fee/PreQual/Technical |
| 2 | Not Admitted-Fee/PreQual/Technical DOMJUR NEAR SITALA MANDIR GHOSHPARA FOKOR DOKAN DOMJUR HOWRAH 711405 | HOWRAH | WEST BENGAL | 711405 | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical BAGDANTOLA LAXMIPUR BAISHNABNAGAR MALDA WB 732210 | BAISHNABNAGAR | MALDA | WEST BENGAL | 732210 | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹60.9 L
EMD Value
₹1.2 L
Closing Date
26 Nov 2025, 5:30 pmClosed
ADM and AEO, Malda ZP
Malda Zilla Parishad, Malda
Construction of CC Road from Kabristan to Ghosh Tola, Salam Mias House via Anarul Mias House and Alimuddin Mias House. Mouza Charianantapur, JL No 57 in Charianantapur GP under Kaliachak-III Dev. Block, Malda. Sl.no-08
2025_ZPHD_938211_8
WBZP/MALDA/NIT 28e/2025-26/1-26
Open Tender
CIVIL WORKS
Percentage
90 days
Kaliachak-III
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.2 L
16 Apr 2026
6 Nov 2025
28 Nov 2025
6 Nov 2025
26 Nov 2025
6 Nov 2025
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 required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD (Borrowpit / pre work post work measurement) . Extra for carriage of all kinds of earth by Mechanical Transport:
Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).[p-244,it-4.09 (II) P.W.D. ROADS 2015 Vol III]. For Construction of Sub Base by compacting stone chips and sand (in proportion of 40:60). Add cost at site of 0.51 m3 of 5.6 stone chips and 0.77 m3 of medium sand (loose volume) to arrive at the consolidated rate.
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing and clause 602 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).M-20.Schedule P.W.D Vol III Page -265/ Item - 6.02A, 2018.
Providing & fixing Granait Sign Board of Size 900x450x12.5 mm thick as per direction of the E.I.C
Sub Total
stage.html
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tech_bid_open.pdf
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Tendernotice_1.pdf
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BOQ_2216565.xls
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