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Tender Value
₹86.2 L
EMD Value
₹2.0 L
Closing Date
5 Oct 2026, 5:00 pm
Executive Engineer, CD, PWD, Khatima (U.S. Nagar)
Office of The Executive Engineer, C.D., P.W.D., Khatima (U.S. Nagar)
Construction of road from km 2 of Devkali link road to canal Patri towards residences of Sardar Matiha, Bareek Singh, Santosh Singh, and others in Nanakmatta Under TSP.
2026_pwd_100432_1
EE TN 1897/5AC Date 18-09-2026(03)
Open Tender
Civil Works - Roads
Item Rate
270 days
Nanakmatta
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EE, CD, PWD, Khatima (U.S. Nagar)
₹2.0 L
22 Sept 2026
22 Sept 2026
6 Oct 2026
22 Sept 2026
5 Oct 2026
22 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Edging with 2nd class Bricks, laid dry lengthwise (Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres) | 4,600 | Mtr | 42 | ₹1,93,200 |
| 2Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 | |||||
| 2.01 | 600 mm equilateral triangle | 4 | Nos | 2,731.9 | ₹10,927.6 |
| 2.02 | 600 mm Circular | 3 | Nos | 2,942.7 | ₹8,828.1 |
| 2.03 | 600 mm x 600 mm square | 3 | Nos | 3,070.5 | ₹9,211.5 |
| 3 | 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 naturally occuring gravel | 1,397.25 | Cum | 1,533.4 | ₹21,42,543.15 |
| 4 | Construction of Embankment with Material Obtained from Roadway Cutting
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 7,722.74 | Cum | 53 | ₹4,09,305.22 |
| 5 | Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved aterial obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 349.39 | Cum | 477.4 | ₹1,66,798.79 |
| 6 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 750 mm dia | 30 | Rmt | 3,062.7 | ₹91,881 |
| 7 | Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets (300 mm dia) | 30 | Rmt | 1,167.6 | ₹35,028 |
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