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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical FOUND OK |
| 2 | Accepted-Technical | Accepted-Technical FOUND OK |
| 3 | Accepted-Technical | Accepted-Technical FOUND OK |
Tender Value
₹14.0 L
EMD Value
₹1.4 L
Closing Date
19 Mar 2026, 12:00 pmClosed
EXECUTIVE OFFICER
NAGAR PANCHAYAT OEL DHAKHWA
WORK 08-M.R.F. Center ke andar interlocking road ka nirman kaary.
2026_DOLBU_1120539_1
292/NPOEL/2025-26 DT-26-02-2026
Open Tender
Civil Works
90 days
OEL DHAKHWA
Please refer Tender documents.
2 documents required · 2 mandatory
₹885
EXECUTIVE OFFICER
₹1.4 L
20 Mar 2026
27 Feb 2026
19 Mar 2026
27 Feb 2026
19 Mar 2026
27 Feb 2026
Excavation in foundation soil (Loam clay or sand ) including lift upto 1.5 metre (5fts) and lead upto 30 Mtr ( 100fts) & including filling watering and ramming of excavated earth into the tremches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of suplus earth as directed Engineer in charge up to distance of 30m (100fts) from the foundation trenches. as per .DAR 2.8.1
Earth in Embankment in ordinary soil i/c lead 30mt. & lift 1.50 mt. winth cartage 5.0 Km distance to done from regular pits etc. As per DAR 2.25(a)
Providing & Laying cement concreet 1:6:12 40mm gauge brick ballast etc. As per SI No 273
Class 150 brick work in 1:4 cement and C-sand etc. As per DAR 6.1.1
Providing & Laying cement concrete 1:2:4 cement C-sand and 20mm gauge stone grit etc. As per DAR (4.1.3)
Supply of 80mm. Thick I Shaped mechanicaly compressed interlocking cement concrete pavers block manufactured by high pressure and controlled vibration machine having minimum 5mm. Thick topping cp cement mixed 20% marble powder the compressive strength of concrete paver blocks shall not be less than 30MPa. & 4.5Kg./No. and ISI marked and as per drawing and confiming IRC-SP-63-2004 including cost of material, labour, T&P etc. required for proper completion of work as directed by E/I.
S/F of sign board I/C Granite etc all complete .
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