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| # | Company | Status |
|---|---|---|
| 1 | Rejected-Technical ARABINDA PALLY SURI BIRBHUM PIN 731101 | SURI | BIRBHUM | WEST BENGAL | 731101 | Rejected-Technical Insufficient bidders |
| 2 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹3.5 L
EMD Value
₹7,000
Closing Date
20 Jan 2026, 2:00 pmClosed
Prodhan,Madnabati Gram Panchayat, Bamangola, Malda
Office of the prodhan Madnabati Gram Panchayat, Bamangola Dev. Block, Malda.
CONSTRUCTION OF CC ROAD FROM MADABBATI PRY SCHOOL TO ABDUL RAHAMAN HOUSE AT SANSAD NO IV UNDER MADNABATI GP MOUZA DHULDA JL NO 6 PLOT NO 144 (Activity ID- 110662972)
2026_ZPHD_985227_7
NIT NO.(e)3/MGP/2025-26 Dated- 06/01/2026
Open Tender
CIVIL WORKS
Percentage
Madnabati Gram Panchayat, Bamangola, Malda
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
₹7,000
Yes
7 Oct 2026
8 Jan 2026
22 Jan 2026
8 Jan 2026
20 Jan 2026
8 Jan 2026
PCC Road
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.(Borrow pit /pre work post work measurement )
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).[ Ref : Page no. 247 , Item no. 4.09 (ii) of PWD(Road) ]
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
Testing Report For Materials
Providing and erecting direction and place identification sign Board for Scheme information and taking three stages photos of work site…etc complete
Contingency
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
cancelled_1.pdf
pdf • 0.33 MB
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details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 9.64 MB
BOQ_2404674.xls
BOQ • 0.29 MB
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