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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Responsive |
| 2 | Accepted-Technical | Accepted-Technical Responsive |
| 3 | Accepted-Technical | Accepted-Technical Responsive |
| 4 | Accepted-Technical | Accepted-Technical Responsive |
Tender Value
₹25.1 L
EMD Value
₹2.5 L
Closing Date
12 Feb 2026, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SACHIV, SEHKARI GANNA VIKAS SAMITI, CHANDPUR
SACHIV, SEHKARI GANNA VIKAS SAMITI, CHANDPUR
Construction of Interlocking in campus at Cane society ltd.-Chandpur (Bijnor).
2026_CDSI_1112096_2
703/C/Nirman DT.31-01-2026
Open Tender
Civil Works
Percentage
60 days
CHANDPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,680
SACHIV, SEHKARI GANNA VIKAS SAMITI, CHANDPUR
₹2.5 L
DISTRICT CANE OFFICE, BIJNOR
7 Mar 2026
4 Feb 2026
12 Feb 2026
4 Feb 2026
12 Feb 2026
4 Feb 2026
6 Feb 2026
Ordinary Soil Filling: Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
Interlocking Tiles-Rubber moulded refiective Zig-Zag 80mm Providing and laying of Interlocking Concrete Block Laying of Pavements having thickness 80mm including levelling and dressing of surface to required level and slope, spreading and moisting 30m thick local sand on bend, filling joints with local sand on bend, filling joints with local sand etc for proper completion of the work as per drawing and technical specification clause 1504
Granular Sub-Base for Site : Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.2 With material conforming to Grade-II (size range 53 mm to 0.075 mm )
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