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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical MOKDUMPUR MALDA | MALDA | MALDA | WEST BENGAL | Accepted-Technical Accepted |
| 2 | Accepted-Technical VILL HATPARA P O KIRTIPUR P S KHARGRAM MURSHIDABAD | MURSHIDABAD | WEST BENGAL | Accepted-Technical Accepted |
| 3 | Accepted-Technical | Accepted-Technical Accepted |
| 4 | Accepted-Technical 32 DHARSA MULLICKPARA 3RD BYE LANE G I P COLONY DIST HOWRAH PIN 711112 | HOWRAH | HOWRAH | WEST BENGAL | 711112 | Accepted-Technical Accepted |
| 5 | Accepted-Technical VILL SADANANDAPUR P O SADANANDAPUR P S ENGLISH BAZAR DIST MALDA PIN 732208 | MALDA | MALDA | WEST BENGAL | 732208 | Accepted-Technical Accepted |
Tender Value
₹9.7 L
EMD Value
₹19,500
Closing Date
9 Feb 2026, 5:30 pmClosed
ADM, Malda and AEO, Malda Zilla Parishad
Malda Zilla Parishad, Malda
Construction of C.C. Guard wall from Nayan Mandal house towards Shyamal Mandal house at Balupur Fulbari under Fulbari G.P., Mouza- Balupur, J.L. No. 27 within English Bazar Dev. Block, Malda. (Activity Code-127284284) Sl.no-21
2026_ZPHD_994486_21
WBZP/MALDA/NIT 37e/2025-26/1-50
Open Tender
CIVIL WORKS
Percentage
90 days
English Bazar
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
₹19,500
Yes
14 Mar 2026
30 Jan 2026
11 Feb 2026
30 Jan 2026
9 Feb 2026
30 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.
Filling in foundation trenches or plinths by silver sand in layers not exceeding 150 mm including watering and ramming etc. layer by layer complete. Including cost of sand (Payment to be made on the basis of measurement of finished quantity of work)
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
Cement Concrete with graded stone ballast (40 mm size) excluding shuttering etc. as per direction of Engineer-in-charge, complete. In 6:3:1 proportion.
Ordinary Cement Concrete ( Mix 3:1.5:1) with graded stone Chips (20 mm size) excluding shuttering & reinforcement, if any, in Ground floor as per IS 456-2000. Using Stone material of Rajmahal variety.
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction. Tor / Mild Steel.A ) Other than TATA / SAIL / RINL
Hire and Labour Charges for shuttering with centering and necessary staging up to 4 m using approved stout props and thick hard wood planks of approved thickness with required bracings for concrete slabs, beams, columns, lintels, curved or straight including fitting, fixing and striking out after completion of works. Using 25 mm to 30 mm thick wooden shuttering as per direction of EIC, complete.PWD [ Ref : Building Works, Item .36,f,a, Page 42 ] B ) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-in-Charge
Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m.
Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work) A ) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth.
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.
Sub Total
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