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Tender Value
₹5.0 Cr
EMD Value
₹10.1 L
Closing Date
5 Oct 2026, 3:00 pm
Superintending Engineer
Office of The Superintending Engineer P. D. P.W.D. Rudrapur. Rudrapur
Strengthening work of Old NH-125 to Lohiya Head Motor Road via Sukhapul in Khatima Assembly Constituency of Udham Singh Nagar District under the State Plan.
2026_pwd_100187_1
2122/23M-04/2026 Date 11.09.2026
Open Tender
Civil Works - Roads
Item Rate
365 days
khatima
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer C. D. P.W.D. Khatima
₹10.1 L
Rudrapur
16 Sept 2026
16 Sept 2026
6 Oct 2026
16 Sept 2026
5 Oct 2026
19 Sept 2026
19 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in Soil with Dozer with lead upto 100 m
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections | 2,385 | cum | - | - |
| 2 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.Nominal mix 1:3:6 | 1,142.4 | cum | - | - |
| 3 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203.Brick masonry in 1:4 cement mortar | 1,062.6 | cum | - | - |
| 4 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 | 2,760 | Sqm | - | - |
| 5 | Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409.Using Concrete Batching and Mixing Plant.PCC M15 for Kerb base | 6,000 | Rmt | - | - |
| 6 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.Using Gravel mix soil | 1,206 | cum | - | - |
| 7 | WBM Grading 2
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 | 135 | cum | - | - |
| 8 | WBM Grading 3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 | 135 | cum | - | - |
| 9 | Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504 | 1,800 | Sqm | - | - |
| 10 | Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 60 mm as per drawings and Technical Specification Clause 1504 | 8,310 | Sqm | - | - |
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