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Tender Value
₹17.5 L
EMD Value
₹90,000
Closing Date
31 Aug 2026, 5:00 pm4d left
BDO Takha Etawah
BDO Takha Etawah
Vidhansabha Jaswant Nagar Tehsil Takha Block Takha GP Harkunjalpur Gram Bhagwantpur Pakschim me Damar Road to Shri Sanjeev ke ghar tak CC Road Nirman Karya
2026_RDUP_1177915_1
433/Accountan/E-Tender/2026-27 Dt 10.08.2026
Open Tender
Civil Works
Percentage
60 days
Takha
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Block Development Officer
₹90,000
18 Aug 2026
18 Aug 2026
1 Sept 2026
18 Aug 2026
31 Aug 2026
18 Aug 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 | Excavation of foundation in ordinary soil (Loam clay or sand) Including lift upto 1.50 Meter and lead upto 30 meter and Including filling, as per Sl No. 251 | - | m3 | 137.75 | - |
| 2 | Earth work Cutting or Filling but cartage of earth upto 4.00 Km Distance I/c all complete etc. as per Analysis | - | m3 | 240.92 | - |
| 3 | Cement concrete with 4cm guage approved stone ballast approved coarse sand, cement in the proportion of 8:4:1 I/c supply of all material T&P etc. required for proper completion of work. As per Sl.No. 281 Ch-5 | - | m3 | 5,700 | - |
| 4 | M-150 Class Brick Work in 1:4 cement and coarse sand in foundation plinth I/c all complete etc. as per Sl. No. N.S. | - | m3 | 5,985 | - |
| 5 | 12mm plaster in 1:4 cement & coarse sand I/c all labour material T&P as per Sl. No. 13 (4) | - | m2 | 190 | - |
| 6 | Plane Cement Concrete with 2cm. Guage approved stone grit approved coarse sand and cement to the proportion 1:2:4 as per Sl. No. 279 (A) | - | m3 | 6,887.5 | - |
| 7 | S/Laying of G.S.B. in Base of Interlocking Road I/c all complete as per Sl.No. 4.1 (401) | 1 | m3 | 3,506.74 | ₹3,503.23 |
| 8 | Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates 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 appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted screed vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, | - | m3 | 7,730.56 | - |
| 9 | S/F of Sign Board | - | No | 5,842.5 | - |
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