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Tender Value
₹7.7 Cr
EMD Value
₹15.4 L
Closing Date
14 Sept 2026, 3:00 pm2d left
Executive Engineer UJS Pithuwala D.DUN
Executive Engineer Uttarakhand Jal Sansthan Pithuwala Dehradun
DESIGN AND CONSTRUCTION OF OHT, RISING MAIN AND RESTRENGTHENING OF DISTRIBUTION SYSTEM OF KAMLA PALACE AND GMS ROAD AREA Pithuwala Division, Dehradun
2026_UKJS_99684_1
1048/E-NIVIDA/2026-27 Dated 01-09-2026
Open Tender
Civil Works - Water Works
Item Wise
365 days
Pithuwala Dehradun
Please Refer Tender Doucments
3 documents required · 3 mandatory
₹5,900
Executive Engineer UJS Pithuwala
₹15.4 L
Pithuwala ,Dehradun
2 Sept 2026
2 Sept 2026
16 Sept 2026
2 Sept 2026
14 Sept 2026
2 Sept 2026
8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | (Civil Work) Dismantlingof flexible pavements and disposal of dismantled materials upto a lead of 100m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (i) Bituminous Courses | 494.4 | CUM | - | - |
| 1.02 | (ii) Granular Courses | 494.4 | CUM | - | - |
| 1.03 | Dismantling of cement Concrete Pavements as per technical specification Clause 202. Dismantling Cement Concrete Pavements 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 dismanteled materials upto a lead of 1000m, Stacking servicable and unservicable materials Saperately | 1,701 | CUM | - | - |
| 1.04 | 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. | 6,000 | SQM | - | - |
| 1.05 | Demolishing existig ramp work manually by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. | 158.4 | CUM | - | - |
| 1.06 | Excavation in soil mix with boulders etc. requiring the use of specials T&P, if any, for pipe ine trenches including Lift Upto 1.5M and Lead upto 30 meter with backfilling, Watering, Ramming of Excavated Earth in the trenches | 19,845.54 | CUM | - | - |
| 1.07 | LAYING OF PIPELINE IN DISTRIBUTION MAIN AND RISING MAIN Laying and jointing of HDPE (in trecnches with its cutting, therading and testing of pipeline extra complete : HDPE PIPE P.E 80 for all allowable pressure 10 kg/cm2 50 mm OD | 24,074 | RM | - | - |
| 1.08 | 63 mm OD | 3,497 | RM | - | - |
| 1.09 | 75 mm OD | 5,024 | RM | - | - |
| 1.1 | 90 mm OD | 5,702 | RM | - | - |
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