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Tender Value
₹31.1 L
EMD Value
₹3.1 L
Closing Date
7 Jul 2026, 1:00 pm
Similar tender results from the same govt authority in the past 3 years.
EO
NPP Etawah
135. Work for raising the drain level and creating a slope on RTO Road.
2026_DOLBU_1160706_135
2163/J.N.V./E-Ni.su./2026-27 date 12.06.2026
Open Tender
Construction Works
120 days
ETAWAH
Please refer Tender Documents
2 documents required · 2 mandatory
₹4,012
EO
₹3.1 L
17 Jun 2026
17 Jun 2026
7 Jul 2026
17 Jun 2026
7 Jul 2026
17 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 | Providing and making the Bandha for diversion of water ............all complete | 4 | Nos | 10,000 | ₹40,000 | BI01010001010000000000000515BI0100001113 |
| 2 | Dewatering of water by diesel pumpset including hire Charges........all complete. | 30 | Day | 2,000 | ₹60,000 | BI01010001010000000000000515BI0100001118 |
| 3 | Earth work in excavation in foul condition soil / Nala Silt including 1.5 M, lift and 30 M. lead including loading and unloading ..........all complete. (SI No 252) | 720 | m3 | 150 | ₹1,08,000 | BI01010001010000000000000515BI0100001122 |
| 4 | 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. | 900 | m3 | 319 | ₹2,87,100 | BI01010001010000000000000515BI0100001123 |
| 5 | 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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 400-2. | 121.5 | m3 | 3,497 | ₹4,24,885.5 | BI01010001010000000000000515BI0100001125 |
| 6 | Providing and laying cement concret in M-15 not lass then strength of m 1:50 stone grit 20 mm. nominal size ........ all complete(S.INo.. 279a) | 40.5 | m3 | 7,250 | ₹2,93,625 | BI01010001010000000000000515BI0100001126 |
| 7 | 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) | 169.4 | m3 | 6,600 | ₹11,18,040 | BI01010001010000000000000515BI0100001127 |
| 8 | 12 mm thick cement plaster with cement mortor in proportion of 1:3 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chemfers and rounded angles not exceeding in grith adn finished even and Stooth. (S.I. No. 13.9) | 580 | m2 | 210 | ₹1,21,800 | BI01010001010000000000000515BI0100001128 |
| 9 | R;C;C work with cement approved coarse Sand and 2 cm gauge approved Stone ballast in the proportion of 1:2:4 in T beam and coloumn excluding supply of reinfocement and its binding but including its fixing and binding the same with 24 B,W,G ,G ,i vinding wire and including necessary crent ering shuttering etc .and also incluing supply of all material lavour and t& p etc but for Slab (S.I. No. 288) | 3.9 | m3 | 8,400 | ₹32,760 | BI01010001010000000000000515BI0100001129 |
| 10 | Mild steel or Iron in Plain work such as reinforced concrete or reinforcement brick work………….. all comlpete (SI No. 504) | 2.3 | Qtl | 7,050 | ₹16,215 | BI01010001010000000000000515BI0100001130 |
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