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Tender Value
Refer Docs
EMD Value
₹76,500
Closing Date
29 Jun 2026, 5:00 pmClosed
Executive Engineer
Office of The Executive Engineer Uttarakhand Jal Sansthan Maintenance Division Ganga Jagjeetpur Haridwar
Shifting of Existing 600 mm Dia D I Sewer Rising Main Falling within the Alignment of Proposed Bridge to New Alignment at Sukhi Nadi Khadkhadi in Zone I Bhopatwala Haridwar Sewerage Scheme work
2026_UKJS_96914_1
477/E-TENDER/2026-27 DATE-20.06.2026
Open Tender
Civil Works
Item Wise
30 days
Haridwar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,950
Executive Engineer
₹76,500
Jagjeetpur Haridwar
29 Jun 2026
23 Jun 2026
30 Jun 2026
23 Jun 2026
29 Jun 2026
23 Jun 2026
25 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SHIFTING OF EXISTING 600 MM DIA D.I. SEWER RISING MAIN FALLING WITHIN THE ALIGNMENT OF PROPOSED BRIDGE TO NEW ALIGNMENT | |||||
| 1.01 | Barricading for safety, traffic diversion, caution boards, warning lights, flagmen and all related safety arrangements during execution of work, complete. | 125 | Rmt. | - | - |
| 2 | Dismantling of existing C.C. Road including cutting, breaking, removing, stacking of serviceable materials separately and disposal of unserviceable materials within 50 m lead, complete as directed by Engineer-in-Charge. | 41.1 | Cum. | - | - |
| 3 | Earthwork in excavation in foundation/trenches in all kinds of soil including soil mixed with sand, gravel and bajri, dressing of sides, ramming of bottoms, lift up to 1.50 m and lead up to 50 m, including excavation for locating and exposing the existing 600 mm Dia D.I. sewer rising main, complete. 0.00 to 3.00 Rmtr. | 181.5 | Cum. | - | - |
| 4 | Providing, fixing and removing temporary shoring, strutting and sheeting in trenches for protection against collapse of sides during excavation and pipe laying work, complete. | 126 | Sqm. | - | - |
| 5 | P.C.C (1:2:4) for Base concreat with (1 Cement : 2 Coarse sand : 4 aggrigate stone ballast 20 mm thick) including supply of Material, Labour. T&P etc complete foundation, trenches. | 109.9 | Cum. | - | - |
| 6 | Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) Ductile Iron Pipes of sizes 600 mm dia confirming to IS : 8329/2000 including supply of 'EPDM' rubber gaskets confirming to IS : 5382-1985 with testing of pipe line complete. | 70 | Rmt. | - | - |
| 7 | Pumping out water caused by springs, tidal of river seepage broken water main of drains and the like upto 5 days. | 2,940 | Kilo litre | - | - |
| 8 | Supply of Jointing Materials- 8.1 - 45 Degree DI Bend- | 4 | Nos. | - | - |
| 8.2 | 600 mm DI joint- | 4 | Nos. | - | - |
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