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Tender Value
₹18.0 L
EMD Value
₹1.8 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
142. Construction of a park near the house of Sunil Yadav Bhure in Chauhan Colony.
2026_DOLBU_1160706_142
2163/J.N.V./E-Ni.su./2026-27 date 12.06.2026
Open Tender
Construction Works
60 days
ETAWAH
Please refer Tender Documents
2 documents required · 2 mandatory
₹2,478
EO
₹1.8 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 | 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)For wall,Gate, Column, Less Column | 39.5 | m3 | 145 | ₹5,727.5 | 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 8Km Carted. | 110.59 | m3 | 319 | ₹35,278.21 | 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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 400-2.. Gate, Column, Less | 44.26 | m3 | 3,497.1 | ₹1,54,781.65 | BI01010001010000000000000515BI0100001122 |
| 4 | 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 Wall, Gate(Upto GL), Less | 20.77 | m3 | 6,600 | ₹1,37,082 | BI01010001010000000000000515BI0100001123 |
| 5 | Class-150 brick in 1:3 Cement and coarse sand in Super structure all materials, labour and tools and plants, etc. required for proper completion of the work.(S.I. No. 307+310), Above GL, Less Gate Column, Gate1, Gate2, Column | 20.05 | m3 | 6,970 | ₹1,39,748.5 | BI01010001010000000000000515BI0100001125 |
| 6 | 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), Less Gate1, Gate2 , Gate3 | 176.91 | m2 | 210 | ₹37,151.1 | BI01010001010000000000000515BI0100001126 |
| 7 | providing and applying white cement based putty of average thickness 1mm of apprved brand and manufacturer…..all complete {S.I.No. New item 13.80) Gate3 | 113.52 | m2 | 99 | ₹11,238.48 | BI01010001010000000000000515BI0100001127 |
| 8 | finishing wall with Premium Acrylic Smooth exterior paint with silicone additives………all complete (SI No. 13.47.1), Less Gate1, Gate2, Gate3 | 167.76 | m2 | 135 | ₹22,647.6 | BI01010001010000000000000515BI0100001128 |
| 9 | 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)., Plinth Beam, Top Beam, Less | 8.14 | m3 | 8,400 | ₹68,376 | BI01010001010000000000000515BI0100001129 |
| 10 | 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)., For Column, Upto GL, Above GL, Gate, Upto GL, Above GL | 15.45 | m3 | 8,800 | ₹1,35,960 | BI01010001010000000000000515BI0100001130 |
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