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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance VILLAGE NINUS POST DARMIGARD TEHSIL TUINI DISTT DEHRADUN UTTARAKHAND | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹49 L
EMD Value
₹98,000
Closing Date
14 Apr 2026, 12:00 pmClosed
Executive Engineer
Office of Executive Engineer Construction Division UKPJN Vikasnagar
CONSTRUCTION REGARDING THE DAMAGE CAUSED TO THE WATER TANK AND PIPELINE DURING THE PROPOSED CHANGE OF THE LOADING BRIDGE FROM CLASS B TO CLASS A ON CHAKRATA LAKHPMANDAL STATE HIGHWAY NO. 18 FROM KM 1.0 TO KM 66.340 etc complete
2026_MDPEY_93767_1
Letter No 349/NIVIDA/07, dated 01.04.2026
Open Tender
Civil Works
Item Rate
90 days
Chakrata
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,540
Executive Engineer Construction Division UKPJN
₹98,000
16 Apr 2026
2 Apr 2026
16 Apr 2026
2 Apr 2026
14 Apr 2026
4 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Checking of Survey, Design the Supply Main and Distribution System of G.I. (Medium Quality) pipes by screw socketed joint conforming to IS:1239(Part-1) supply of pipes, carting, laying & jointing in the trenches to the specified depth including other appurtenant works such as fixing of air valve, sluice valve, reflux valve at suitable points including making of scouring arrangement at suitable locations by fixing of tee connection & gate valve etc. complete and also testing & commissioning of laid pipeline including supply and carting of all materials, labour, T&P etc. complete of following sizes. | - | - | - | - |
| 1.01 | 15 mm dia. | - | mt | - | - |
| 1.02 | 20 mm dia. | - | mt | - | - |
| 1.03 | 25 mm dia | - | mt | - | - |
| 1.04 | 32 mm dia. | - | mt | - | - |
| 1.05 | 40 mm dia. | - | mt | - | - |
| - | Excavation of earth for Pipe Line trenches of supply main in the following strata requiring the use of special T&P such as Pick Axes, Sabbals etc. or by controlled blasting or by crow bars with a lift up to 1.5 m and lead up to 30 m including refilling, watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth to the suitable place from the trenches including supply of all materials, labour, T&P etc. complete & also it is estimated that 75% trenches will be in soil mixed with shingle, bazri, boulder and rest of 25% will be in medium rock. | - | - | - | - |
| 2.01 | Soil mixed with boulder with bazri | - | cum | - | - |
| 2.02 | MR | - | cum | - | - |
| - | Dismentaling of existing G.I.Pipe | - | - | - | - |
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