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Tender Value
₹23.8 L
EMD Value
₹18,000
Closing Date
19 Oct 2026, 5:30 pm
CMO Nagar Parishad Rau
Office of Nagar Parishad Rau
CONSTRUCTION OF CC ROAD FROM PALASH PARISAR TO SANTOSHI MATA MANDIR IN WARD 05 NEHRU NAGAR RAU
2026_UAD_536999_1
1984
Open Tender
Civil Works - Roads
Percentage
360 days
Rau
10 documents required · 10 mandatory
₹2,000
₹18,000
18 Sept 2026
18 Sept 2026
20 Oct 2026
18 Sept 2026
19 Oct 2026
18 Sept 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 for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead up to 1000 m as per Section-300 of the specifications. | 429.6 | M3 | 122 | ₹52,411.2 |
| 2 | Construction of granular sub-base, spreading in uniform layers with motor grader on prepared surface, mixing by Mix in Place Method at OMC and compacting with vibratory roller of 80-100 KN Static weight to achieve the desired density, including all lifts and lead complete in all respect as per Section-400 of the specifications. | 214.8 | M3 | 1,059 | ₹2,27,473.2 |
| 3 | Construction of Dry Lean Cement Concrete Sub-Base Over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600-1 of the specifications, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 MPa at 7 days, mixed in a batching plant, transported to site, laid with paver with electronic sensor/mechanical paver, compacting with 8-10 tonnes vibratory roller, finishing and curing and as per Section 601 of specifications. | 143.2 | M3 | 3,210 | ₹4,59,672 |
| 4 | Construction of Dowel jointed, Plain Cement Concrete Pavement in M-30 Grade Concrete over a prepared sub base with 43 or higher grade cement, coarse and fine aggregate conforming to IS:383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor spreading the concrete by shovels, rakes compacted using needle, screed and plate vibrator | 271.28 | M3 | 5,916 | ₹16,04,862.9 |
| 5 | Add extra for the cost of steel in dowel bar and tie bar etc. required as per design. | 0.29 | MT | 57,200 | ₹16,530.8 |
| 6 | Add extra for the cost of steel in dowel bar and tie bar etc. required as per design. | 0.22 | MT | 63,800 | ₹14,163.6 |
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