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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical MOKDUMPUR MALDA | MALDA | MALDA | WEST BENGAL | Accepted-Technical Accepted |
| 2 | Accepted-Technical 32 DHARSA MULLICKPARA 3RD BYE LANE G I P COLONY DIST HOWRAH PIN 711112 | HOWRAH | HOWRAH | WEST BENGAL | 711112 | Accepted-Technical Accepted |
| 3 | Accepted-Technical PIPALTALA MALIOR HARISHCHANDRAPUR MALDA | MALDAH | WEST BENGAL | 732101 | Accepted-Technical Accepted |
| 4 | Not Admitted-Fee/PreQual/Technical VILL ISLAMPUR P O MAHENDRAPUR P S HARISHCHANDRAPUR MALDA | HARISHCHANDRAPUR | MALDA | WEST BENGAL | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹6.8 L
EMD Value
₹13,700
Closing Date
9 Feb 2026, 5:30 pmClosed
ADM, Malda and AEO, Malda Zilla Parishad
Malda Zilla Parishad, Malda
Construction of Cement Concrete road from Dhiren ghosh house towards Ramjani Seikh house in Misrapara , Mouza- Misrapara, at Sultannagar GP under H.C. Pur - II Dev. Block, Malda. (Activity Code-127357885) Sl.no-29
2026_ZPHD_994486_29
WBZP/MALDA/NIT 37e/2025-26/1-50
Open Tender
CIVIL WORKS
Percentage
90 days
HCpur-II
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
₹13,700
Yes
14 Mar 2026
30 Jan 2026
11 Feb 2026
30 Jan 2026
9 Feb 2026
30 Jan 2026
Clearing and Grubbing Road Land 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. (II) By Mechanical Means
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m,transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works)
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).(ii) For Construction of Sub Base by compacting stone chips and sand (in proportion of 40:60).
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with cement content as per IRC: 15-2011, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batch mix plant / RMC and appropriate weigh batcher using approved mix design (as per IRC:44 2008), laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibratorscompacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, constructionculvert and construction joints, admixtures as joints,sealant, dowel bars, near approaches to bridge/ applying debonding strips, primer, polysulphideapproved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 for Rural Roads of MORD. M 20
Drum Sheet Walling 1.40m (av.) high on Sal-bullah /Eucalyptus bullah piling 10 cm dia. and 3.25m long driven 1.75m (av.) below G.L. and 75cm centre to centre including fitting fixing 3 nos. of half bullah pieces (from 10 cm dia) and drum(empty bitumen) sheet (approved condition) of height 1.5m , cutting and straightening drum sheet (each joint must havelap length of min.50mm) including cost of necessary nails, bolts, nuts etc. and providing 2 to 3m long half bullah ties of 10cm dia. @ 2.25 m centre to centre fixed with 10 cm dia. bullah posts driven 1.5m below G.L. including cost of all materials and one coat of coal tarring to all bullah etc. complete as perdirection
Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)..
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