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Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
5 Aug 2026, 5:00 pm
Superintending Engineer
Office of Superintending Engineer Construction Circle UKPJN Dehradun
Confirmatory Survey, Design, Construction and laying of sewer line, testing and commissioning with all appurtenant works all material Ramgarh, Ward No-51 (Vani Vihar), Raipur Road, Dehradun Sewerage Scheme
2026_MDPEY_97630_1
Letter No. 2380/NIVIDA/113 Dated 13.07.2026
Open Tender
Civil Works
Item Rate
365 days
Dehradun
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
Executive Engineer Dehradun Division UKPJN
₹4.0 L
Dehradun
14 Jul 2026
14 Jul 2026
8 Aug 2026
14 Jul 2026
5 Aug 2026
23 Jul 2026
21 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Supply & Laying - Jointing of following dia. RCC NP-3 S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with rubber gaskets and with necessary spun yard soaked in bitumen jointing with 1:2 cement mortar in coarse sand including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches upto ground level. 200 MM dia | |||||
| 1.01 | 0 - 1.5 m depth | 2,005.5 | Rmt | 1.25 | ₹2,506.88 |
| 1.02 | 1.5 - 3 m depth | 282.6 | Rmt | - | - |
| 2 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately | 244 | Cum | 100 | ₹24,400 |
| 3 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge | 150 | Sqm | 53 | ₹7,950 |
| 4 | Excavation of earth below G.L. by manually or by mechanical means for laying of Sewers, Man-Holes, Gully Pits, Chambers etc. in soil including extra excavation below inverts, trimming & dressing of sides, levelling and back filling of trenches by excavated earth in 20 cm layers,watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50 meters from the center of trenches and cleaning of site properly after completion of the work. Excavation by mechanical means shall be restricted upto 90 cm above invert levels at every point of excavation. Excavation from invert levels to 90 cm above shall be done by manually only. Excavation in soil mixed with morum, shingle & Kanker etc. using of any specials T & P, if required | - | - | 10 | - |
| 4.01 | 0 to 1.5 m below G.L | 1,645.35 | Cum | 11 | ₹18,098.85 |
| 4.02 | 1.5 to 3.0 m below G.L | 106.61 | Cum | 10 | ₹1,066.1 |
| 5 | Cartage & Re-cartage of excavated earth from site to other place due to narrow lanes including proper staking, to reduce the earth load on trenches and making arrangement of path for local residents as per direction of engineer by Manual/Mechanical means on an average distance 300M | 1,489.59 | Cum | 10 | ₹14,895.9 |
| 6 | Disposal of surplus excavated material by Mechanical/Manual means including loading, unloading, levelling at dumping site, including all lead & lift etc complete all as directed by Employer's Representative.Upto 5.0 KM | 262.37 | Cum | 22 | ₹5,772.14 |
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