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Tender Value
₹5.6 L
EMD Value
₹56,280
Closing Date
17 Oct 2026, 1:00 pm
EO
NPP Etawah
16.Construction of CC road from Arvind Gitti Wale shop to Mayuresh Shankar house near Numaish Crossing.
2026_DOLBU_1190157_16
2654/J.N.V./E-nivida Such./2026-27 date 23.09.2026
Open Tender
Construction Works
Percentage
30 days
Etawah
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,062
EO
₹56,280
26 Sept 2026
26 Sept 2026
17 Oct 2026
26 Sept 2026
17 Oct 2026
26 Sept 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 | Dismentling of old damage C.C. floor including labour t&p etc ...............all complete. | 280.4 | m2 | 45 | ₹12,618 |
| 1.02 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavtor at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 400-2. | 28.04 | m3 | 3,495.9 | ₹98,025.04 |
| 1.03 | Class-150 brick in 1:4 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. 305 NS) | 12.4 | m3 | 6,300 | ₹78,120 |
| 1.04 | 12 mm thick cement plaster with cement mortor in proportion of 1:3 Cement & coarse sand of single coat on fair side of single or hair brick well for interior plastering upto floor two level including brick wall for plastering upto floor two level including internal rounded angles not exceeding 80 mm in girth, chemfers and finished even and Stooth. No. extra for mixing any 1 cement : 3coarse sand (S.I. No. 13.9) | 70.84 | m2 | 210 | ₹14,876.4 |
| 1.05 | cement concret Pavement construction of un- reinforced dowel jointed at expanskon and construction joint only, plain cement concrete Pavement thickness as per design, over a papared sub base, with 43 grade cement or any other type as per clause 1501:2:2 M30 (grade), coarse and fineaggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropnote weight batcher using appoved mix design,laid in approved fixed side formwork (steel channe, laying and fixing of 125 micron thick polythene firm,wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, scread and plate vibrators and finished in continuous operation including provision of contraction and expansion construction joints, applying debonding strips, primer, sealiant dowel bars, near approaches to bridge/culvert and construction joints admixure ---------all complete(Rate as per Analysis) | 34.57 | m3 | 7,682 | ₹2,65,566.74 |
| 1.06 | cartage of surplush earth / malva from site up to 5 km distt----------------------------------- all complete | 42.06 | m3 | 183.5 | ₹7,718.01 |
| 1.07 | Add 18.00% G.S.T charge | 1 | Nos | 85,875.81 | ₹85,875.81 |
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