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Tender Value
₹16.4 Cr
EMD Value
₹32.7 L
Closing Date
14 Aug 2026, 3:00 pm5d left
SANJAY SHARMA
Karnal PHED No. 2
PROVIDING SEWERAGE NETWORK AND CONSTRUCTION OF MLD SEWERAGE TREATMENT PLANT BASED ON SBR TECHNOLOGY, CONSTRUCTION OF MANHOLE, CONST. OF CC ROAD, CONST. OF BOUNDARY WALL Laying of water supply pipeline of
2026_HRY_535954_1
202614EC51DE 5D8F 41C2 9030 BB8F00FF2FE4572PUH
Open Tender
Civil Works
Works
450 days
KUTAIL KUTAIL
2 documents required · 2 mandatory
₹20,000
₹32.7 L
Yes
22 Jul 2026
22 Jul 2026
14 Aug 2026
22 Jul 2026
14 Aug 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing, lowering in trenches to correct gradient and alignments, jointing with tytone rubber joint and cutting of RCC S/S pipes having inside HDPE, lining ISI marked as per depths and laying out the same to correct alignment, gradients, levels etc., cutting of concrete beds and joints holes, supporting the suitable rigid manner while the same are being jointed and until the surrounding benching, haunches and envelopes are completed. the pipes shall rest on the beds at all joints through their lengths and to ensure this, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer in-charge including all cartage etc complete in all respects.
500mm i/d pipe with inside HDPE lining | 97 | Meter | - | - |
| 2 | Providing lowering in trenches to correct gradient and alignments jointing with tytone rubber joint and cutting of RCC S/S pipes having inside HDPE lining ISI marked as per IS-458-2003 into trenches for all depths and laying out the same to correct alignment gradients levels etc cutting of concrete beds and joints holes supporting the pipes and specials in corrected position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelops are completed. The pipes shall rest on the beds at all joints through their lengths and to ensure this, testing the pipes for leakage and all defects to the entire satisfaction of the Engineer incharge including all cartage etc complete in all respect RCC NP-3 450 mm i/d pipe with inside HDPE lining | 308 | Meter | - | - |
| 3 | Providing clay seal of thickness 4.0 m or above consisting of balls of local clay or bentonite mud to be placed in the annular space around the assembly the clay seal should be provided at a level of minimum 25.0 m above the most screens depending on the logging results. | 4 | Job | - | - |
| 4 | SandE of Pressure Gauges with siphon cock as per IS:3624 and having 100mm dia, Dual Gauge, in delivery pipe inside Pump chamber | 4 | No. | - | - |
| 5 | Providing lowering in trenches to correct gradient and alignments jointing with tytone rubber joint and cutting of RCC S/S pipes having inside HDPE lining ISI marked as per IS-458-2003 into trenches for all depths and laying out the same to correct alignment gradients levels etc. cutting of concrete beds and joints holes supporting the pipes and specials in corrected position in a suitable rigid manner while the same are being jointed and until the surrounding benching, haunches and envelops are completed. The pipes shall rest on the beds at all joints through their lengths and to ensure this, testing the pipes for leakage and all defects to the entire satisfaction of the Engineer in-charge including all cartage etc. complete in all respect RCC NP-3 400 mm i/d pipe with inside HDPE lining | 83 | Meter | - | - |
| 6 | Providing lowering in trenches to correct gradient and alignments jointing with tytone rubber joint and cutting of RCC S/S pipes having inside HDPE lining ISI marked as per IS-458-2003 into trenches for all depths and laying out the same to correct alignment gradients levels etc cutting of concrete beds and joints holes supporting the pipes and specials in corrected position in a suitable rigid manner while the same are being jointed and until the surrounding
benching, haunches and envelops are completed. The pipes shall rest on the beds at all joints through their lengths and to ensure this, testing the pipes for leakage and all defects to the
entire satisfaction of the Engineer in-charge including all cartage etc complete in all respect RCC NP-3 600 mm i/d pipe with inside HDPE lining | 348 | Meter | - | - |
| 7 | Providing and Fixing in position UPVC SWR Bend 110 x110mm as per S.I. Manufacture and reputed firm complete in all respect | 6,313 | No. | - | - |
| 8 | Providing and Fixing in position UPVC SWR Reducer 110 x 90mm as per S.I. Manufacture and reputed firm complete in all respect | 2,525 | No. | - | - |
| 9 | Providing and Fixing in position UPVC SWR Duct Foot Bend 110 x 110mm as per S.I. Manufacture and reputed firm complete in all respect | 5,050 | No. | - | - |
| 10 | CCTV CAMERAS Providing and Installing 6 CCTV Cameras (4 Cameras for STP and 2 Cameras for MPS) complete as per satisfaction of the Engineer– in- Charge, within 96 hours of signing the Agreement along with 90 days recording (DVR), 32 inch LED Screen, 16 Channel DVR at STP Site and 8 Channel DVR at MPS Site with connectors, cables, poles and power supply with online real-time output facility. The cameras at both the sites i.e. MPS and STP shall be synchronized at STP site. i) At STP and MPS Site- 1 No. PTZ speed dome 360 degree 50X zoom camera, 3 No. 12 mm lens size, 1 Nos. 3.6 mm lens size. Make: - CP Plus Internet Protocol minimum 5 MP WDR, Night vision color mode 2.4.2 12 mm very focal with extra IR, CCTV Cameras should be installed and commissioned before starting execution of work., | 1 | Job | - | - |
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