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Tender Value
₹27.0 L
EMD Value
₹2.7 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
95. Construction of bathrooms and toilets within the municipal limits.
2026_DOLBU_1160706_95
2163/J.N.V./E-Ni.su./2026-27 date 12.06.2026
Open Tender
Construction Works
90 days
ETAWAH
Please refer Tender Documents
2 documents required · 2 mandatory
₹3,540
EO
₹2.7 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 |
|---|---|---|---|---|---|---|
| 1.01 | Earth work in excavation in ordinary soil (loam, clay or sand) including lift up to 1.50m and lead up to 30m and including filling watering and ramming of excavated earth in to the trenches or in to the space between the building and the side of foundation trenches or in to the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30m from the foundation trenches. (S.I No. 251) | - | M3 | - | - | BI01010001010000000000000515BI0100001113 |
| 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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 400-2. | - | M3 | - | - | BI01010001010000000000000515BI0100001118 |
| 1.03 | 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) | - | M3 | - | - | - |
| 1.04 | Class-150 brick in 1:3 Cement and coarse sand of 1.25 FM mortar in Super structure and plinth including supply of all materials, labour and tools and plants, etc. required for proper completion of the work. (S.I. No. 307+309) | - | M3 | - | - | BI01010001010000000000000515BI0100001122 |
| 1.05 | 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) | - | M2 | - | - | BI01010001010000000000000515BI0100001123 |
| 1.06 | finishing wall with Premium Acrylic Smooth exterior paint with silicone additives………all complete (SI No. 13.47.1) | - | M2 | - | - | BI01010001010000000000000515BI0100001125 |
| 1.07 | R.C.C work with cement approved course sand and 2 cm gauge approved grite in the proportion of 1: 2: 4 in beam excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 BWGGI binding wire and including the cost of binding wire moulds all other material labour & T&P etc. required for preparation of the work binding wire cost being including in the item. (S.I. No-285). | - | M3 | - | - | BI01010001010000000000000515BI0100001126 |
| 1.08 | R.C.C work with cement approved course sand and 2 cm gauge approved grite in the proportion of 1: 1.5: 3 in Column excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 BWGGI binding wire and including the cost of binding wire moulds all other material labour & T&P etc. required for preparation of the work binding wire cost being including in the item. (S.I. No-289). | - | M3 | - | - | BI01010001010000000000000515BI0100001128 |
| 1.09 | Mild Steel of Iron in plain work such as reinforced concert of reinforcement wrought to required shape as necessary including benefited for proper completion for the work and including supply of all steel and wastage and over lapping and hooks. (S.I. No. 504) | - | M3 | - | - | BI01010001010000000000000515BI0100001129 |
| 1.1 | Providing and Laying of Rubble Moulded Zig Zag interlocking concrete block pavements having thickness 80 mm as per drawings and Technicla Specification clause 1504 as per SOR Chap. 6 S. I. No. 6.7(1) | - | M3 | - | - | BI01010001010000000000000515BI0100001130 |
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