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Tender ID
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 bid accepted. |
| 2 | Accepted-Technical 2ND FLOOR CITY CENTER STATION ROAD TUNDLA FIROZABAD UTTAR PRADESH 283204 | FIROZABAD | UTTAR PRADESH | 283204 | Accepted-Technical bid Accepted. |
| 3 | Accepted-Technical | Accepted-Technical bid Accepted. |
Tender Value
₹39.6 L
EMD Value
₹4.0 L
Closing Date
11 Mar 2026, 1:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EO
NPP Etawah
Construction Work of Pathway on the Left side from NH-719 to Hanuman Ghat.
2026_DOLBU_1120268_1
1783/J.N.V./E-Ni.su./2025-26 date 25.02.2026
Open Tender
Construction Works
Percentage
120 days
ETAWAH
Please refer Tender documents
2 documents required · 2 mandatory
₹5,428
EO
₹4.0 L
18 Apr 2026
26 Feb 2026
11 Mar 2026
26 Feb 2026
11 Mar 2026
26 Feb 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Excavation in foundation in ordinary soil (loam clay, or sand) including lift upto 1.5 metre and lead upto 30 m & including filling, watering and ramming of excavated earth into the trenches or into the space bwtween the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge of 30 m from the foundation trenches | 441 | Cum | 145 | ₹63,945 |
| 1.02 | Earthwork in cutting or in embankment in ordinary soil, excavation to be in the from of regular pits not exceeding ½ metre (20") in depth & earthwork in embankment to be in 20 cm (8") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5ft) lifts and 30 m (100") lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with 30 metres (100 ft) distance as directed by the Engineer- in-charge. excluding royalty which shall be paid as applicable. | 257.25 | cum | 319 | ₹82,062.75 |
| 1.03 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 | 154.35 | Cum | 3,497.1 | ₹5,39,777.39 |
| 1.04 | Providing and Laying ISI Marked rubber moulded 80 mm Thick Interlocking tiles(coloured) of precast compressed cement Concrete having minimum compressive strength of 30 MPA including Preparation sub grade laying sub base/ base courses as requard, laying 25 mm thick cushion of specifled material as per Technical Specification | 1,029 | Sqm | 1,068.7 | ₹10,99,692.3 |
| 1.05 | Laying of 30-40 mm thick Red Sand Stone gang saw cut including of specifled material as per Technical Specification DSR No 1164 | 216.09 | Sqm | 4,788 | ₹10,34,638.92 |
| 1.06 | Class-150 brick in 1:3 Cement and coarse sand of 1.25 FM mortar in foundation and plinth including supply of all materials, labour and tools and plants, etc. required for proper completion of the work. (S.I. No. 307) for kerb stone | 67.62 | Cum | 6,600 | ₹4,46,292 |
| 1.07 | 12mm Cement plaster with cement mortar in proportion of 1:3 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm in girth and finished even and smooth. | 294 | Sqm | 210 | ₹61,740 |
| 1.08 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade One or more coats on old work. AS per Sl 13.60.1 | 294 | Sqm | 100 | ₹29,400 |
| 1.09 | Add 18.00% G.S.T. | 1 | Nos | 6,04,451.65 | ₹6,04,451.65 |
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