| Tender Authority | GOVERNMENT OF GUJARAT |
|---|---|
| Location | Porbandar, Gujarat |
| Estimated Value | ₹ Refer Documents |
|---|---|
| EMD | ₹ 12,299,580.00 |
| Document Cost | ₹ 35,400.00 |
Designing And Construction Of Sewage Treatment Plant Of 11.00 & 3.00 Mld & Designing Andconstruction Of Various Pumping Station Along With All Allied Works, Designing , Providing, Supplying, Lowering, Laying & Jointing Rising Main Network & Sewer Network, Supply, Installation, Testing Andcommissioning Solar Panel Including Operation & Maintenance Of 2 Years For Rising Main Network, Sewer Network , Solar Panel And Allied Works And O & M Of 7 Years For Stps For Porbandarunderground Drainage Project, District : Porbandar, Gujarat (second Attempt)
JV for this Tender
Faster paperwork • Compliant docs • Right partners
Compact JV pack: MoU + compliance + roles + timelines — delivered against your bid deadline.
JV Essentials Checklist
- Lead & Partner credentials (experience, turnover)
- Profit share / Workshare matrix
- Board/Partner resolutions & authorizations
- JV Agreement / MoU (stamp & notarization)
- Bid-specific annexures & declarations
| Sr. No | Item Description | Qty | Unit |
|---|---|---|---|
| 1 | Providing and supplying of Class SN8 Structured Wall polyethelene Piping systems (Pipe with online/offline coupler and elastomeric sealing ring) with non-smooth External Annular Corrugated and Smooth Internal Surfaces (Double Wall) for non-pressure underground Sewerage & Drainage application as per EN:13476-3 including all local and central taxes, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to the departmental stores etc. complete.Lowering, laying and jointing of class SN 8 structured wall ( External Annular Corrugated & Smooth Internal surface) Polyethylene Piping and fittings with the help of coupler ( on line / off line ) attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench at all level, laying on the lower bedding (constructed at bottom of trenches) at prescribed gradient,depth & alignment ,flow testing, ensuring the continuity tests of specified pipe segments etc. complete as per drawing,specifications & detailed engineering, including carriage of pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge(ID Dia) A) Corrugated DWC HDPE pipes (non-pressure pipes) SN 8 1.1 150 mm dia | 103661.000 | Rmt |
| 2 | 200 mm dia | 66148.000 | Rmt |
| 3 | 250 mm dia | 1003.700 | Rmt |
| 4 | 300 mm dia | 1374.000 | Rmt |
| 5 | 400 mm dia | 1634.000 | Rmt |
| Publish Date | Sat 25th July, 2026 | Bid Submission Deadline | Wed 12th August, 2026 |
|---|---|
| Bid Opening | Refer Documents |
| Document Name | Action |
|---|---|
| Tender Notice |