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Tender Value
₹1.7 L
EMD Value
₹17,150
Closing Date
7 Jul 2026, 1:00 pm
EO
NPP Etawah
31.Construction of CC road, drain, and slab near Kallu house at Balmiki Chowk in Ward No. 34, Akalganj Bairun Pansari Tola.
2026_DOLBU_1160706_31
2163/J.N.V./E-Ni.su./2026-27 date 12.06.2026
Open Tender
Construction Works
30 days
ETAWAH
Please refer Tender Documents
2 documents required · 2 mandatory
₹590
EO
₹17,150
15 Jun 2026
15 Jun 2026
7 Jul 2026
15 Jun 2026
7 Jul 2026
15 Jun 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Dismentling of old damage inter locking tile including labour t&p etc ...............all complete. | 60.2 | m2 | 45 | ₹2,709 | BI01010001010000000000000515BI0100001113 |
| 2 | Earth work in embankment mechanically compacted to 95% proctor density in ordinary soil excavation to be done in form of regular pits not exceeding ½ M in depth and earth work to be done in 20 cm. layers including ramming and dressing pulvarization the surface to required leves and slopes and also including 1.5M lift and 30 M lead. The earth from cutting to be used in making embankemnt or to be deposited as spoil banks within 30 M distance as directed by the Engineer incharge including supply of roller and water required for proper completion of work as per MOST specification No. 301.2.1 Including roytalty with 5Km Carted. | 18.06 | m3 | 319 | ₹5,761.14 | BI01010001010000000000000515BI0100001118 |
| 3 | 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. | 7.22 | m3 | 3,392 | ₹24,490.24 | BI01010001010000000000000515BI0100001122 |
| 4 | 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) | 3.31 | m3 | 6,300 | ₹20,853 | BI01010001010000000000000515BI0100001123 |
| 5 | 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) | 28.8 | m2 | 210 | ₹6,048 | BI01010001010000000000000515BI0100001125 |
| 6 | Providing and laying cement concret in M-25 not lass then strength of m 1:50 stone grit 20 mm. nominal size ........ all complete(S.INo.. 279a) | 7.05 | m3 | 7,250 | ₹51,112.5 | BI01010001010000000000000515BI0100001126 |
| 7 | R.C.C work in 1:2:4 in road slab………….all complete. (S.I. No. 284) | 2.29 | m3 | 8,100 | ₹18,549 | BI01010001010000000000000515BI0100001127 |
| 8 | M.S or Iron work in plain work such as reinforced concrete or R. B. work………all complete.( S I no 504) | 2.24 | Qtl | 7,050 | ₹15,792 | BI01010001010000000000000515BI0100001128 |
| 9 | Add 18.00% G.S.T charge | 1 | Nos | 26,185.12 | ₹26,185.12 | BI01010001010000000000000515BI0100001129 |
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