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Engineering Procurement Con, Valsad - Tender Details
Explore tender information for Engineering Procurement Con in Valsad, including eligibility, deadlines, and bid specifics.
Gujarat Industrial Development Corporation
Valsad, Gujarat, India
NTID 39017717
Opening Date : Refer Documents- Closing Date : Tue 28th January, 2025
- ₹ 6603630301.00
- NTID 39017717
Engineering, Procurement & Construction (epc) Design, Erection, Testing & Commissioning Of 70 Mld Offshore And Onshore Effluent Disposal Pipeline From Vapi Cetp Into Deep Sea At Selected Disposal Location, Including Pumping Station & All Electro-mechanical Work Along With All Allied Infrastructure Work With Five-year Operation & Maintenance At Vapi Industrial Estate Gidc Vapi. (re-invite)
Key Values: Document Cost: 21240.00 | EMD: 0.00 | Estimated Cost: 6603630301.00
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
Refer Documents -
Document Cost
21240.00 -
Estimated Cost
6603630301.00
BOQ Items Total Items : 22 | Total Qty : 114508.6
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Onshore HDPE Pipeline from Vapi CETP Pumping Station (within CETP premises) to LFP in Tatawadi near Village Kalai, Of Kalai CoastProviding, Factory Testing, Inspection and Supplying upto site in standard length of 12 m high density polyethylene (HDPE) pipes and specials as required as per site conditions of following class, Polymer grade and diameter suitable for treated industrial waste water / effluent application as per latest revision of IS 4984 - 2016 & IS 14333 - 2022 including cost of manufacturing of pipes and specials, all virgin raw materials, PE 100 grade Pre-Compounded materials, specials, factory inspection, all required testing as per IS Standards, test certificates for each lot of pipes supplied to site, jointing materials and transportation of the same to the site of works, all labour, freight charges, factory testing and inspection charges, third party testing of pipes in Government Approved laboratory, loading, unloading, stacking at the operational site, destacking to the site of works etc., complete as directed by engineer in charge and to the satisfaction of engineer in charge. 1000 mm OD HDPE pipe as per IS 4984 - 2016 & IS 14333 - 2022 PE 100 grade and PN 8, SDR 17 | 15867.000 | m |
| 2 | Lowering Laying and Jointing of HDPE pipes and specials including excavation sand bedding HDPE marker sheet and refilling backfilling of following class, polymer grade and diameter with Butt Fusion Welding Joint including specials such as bends flanges tees reducers tail piece gaskets etc. in proper position and grade including cost of labour jointing material sufficient number of welding equipments suitable for 1000 mm diameter pipeline certified welders and welding procedure necessary lighting barricading and giving satisfactory hydraulic testing after laying & jointing operations as per standard IS specifications IS 4984 2016 IS 14333 2022 & its latest revisions etc. complete including Excavation upto required depth and width as per drawing & site conditions in all sorts of soil strata soft and hard murrum boulders macadam road soft and hard rock for pipeline trenches after clearing of vegetation and debris uprooting of trees and plants cleaning and clearing of the site of works along pipeline alignment with ROU ROW including all safety provisions using site rails cleaning and clearing the site dewatering if any sorting out and stacking of useful materials shoring and strutting disposing off the extra excavated stuff surplus earth upto any lead as directed by engineer in charge up-rooting of existing trees and replanting them at new location wherever identified sand filling with good approved quality of river sand bedding as per standard IS specifications in 20 cm thick layers in the pipeline trenches beneath sides and above the HDPE pipes in thicknesses of minimum 200 mm including all material labour charges dewatering royalty carting stacking spreading and compacting dressing in trenches ramming watering consolidating etc. including providing laying and jointing 1.5 mm HDPE Marker Sheet of 1000 mm width The sheet will be laid around 750 mm below GL in the backfilled refilled earth over the pipeline in the excavated trench along the entire length of the pipeline alignment for protection of the onshore pipeline and identification marking of the same in case of any excavation done in the area including providing cutting the sheets in required length and HDPE sheet welding joint on site with proper lapping complete as per standard IS Specifications for HDPE sheets and including final Refilling Backfilling of pipeline trenches after laying of HDPE pipeline with hydrotesting and sand bedding with native excavated earth in layers of 200 mm including ramming watering compaction upto 95 compacted density consolidation disposal of surplus excavated stuff upto any lead with all material labour manpower tools and plants etc. complete as directed by engineer in charge and to the satisfaction of the engineer in charge. The item also includes lowering laying and jointing of the HDPE pipes in trench or pipeline to be laid on pedestals over bridge structure with necessary strapping laying in the casing pipe with sufficient hydrotesting above or underground etc complete as per Tender specifications and drawings and standard IS specifications | 15867.000 | m |
| 3 | Construction of pipeline crossing works under existing cross drainage works of Damanganga River, Western Railway, DMIC Railway etc, major roads, NH or SH without disturbing existing service / CD works, with (HDD) horizontal directional drilling in specified lengths and curvatures as below GL by taking ROU / ROW for the laying operations and using augering of 1300 mm diameter borehole along with Supply and Laying of Casing pipe of MS 1219 mm diameter (minimum 12.5 mm thickness (or as suitable for HDD operations)) of 406 micron inside solvent free epoxy lining and outside 3 LPE coating as per IS Specifications and further lowering and laying of carrier pipe of HDPE 1000 mm in the casing of 1219 mm MS Pipe etc., complete. The item includes HDD in rocky strata below the scour depth of the Damanganga river, sufficient depth below Roads and railways as per the final approval from respective agencies, fixing necessary alignment using high penetration radar survey for identification of existing underground utilities available, completion of the directional drilling operations and reinstatement of works which are damaged during execution (i.e laying of casing as well as HDPE pipe) along with excavation, making large pits, concreting, formwork, all materials and equipments required for large diameter HDD operations with all labour and manpower, all tools and plants, preparation of design and drawing for HDD crossing and getting them approved from respective authority prior to execution and also testing of the crossing after laying works are done etc. as directed by engineer in charge and to the satisfaction of engineer in charge. The HDD Crossings are: CS 1 - Damanganga River Crossing, CS - 4 & 5 - Western Railway Mumbai and DFCC Corridor crossing, CS - 18 NH 848 B Crossing - Vapi to Daman NH, CS - 33 Punat Main MDR Road Crossing. CA -52 Rayani Chowkdi MDR Road Crossing, CS - 59 - Across Coastal Highway Crossing near Kalai Road, CS - 27 - Canal Crossing (Laying below canal bed level) | 715.000 | m |
| 4 | Construction and Laying of HDPE pipe on Pipe Pedestal for Cross Drainage works / Nalla Crossing and along Sutrakhadi Creek along the alignment route with a casing pipe - Construction of Pipe Pedestal structure in RCC M 30 design mix with CRS Steel reinforcement as per detailed design of foundations and pipe pedestal structure based on actual soil investigation data at the location with pile foundation in required depths below GL as per drawings, super structure with beam and column and cantilever walkway structure with Casing pipe supporting and Supply, transportation to site, fabrication and installation of MS 1219 mm diameter, 12.5mm thickness, 406 micron inside solvent free epoxy and outside 3 LPE coating, welding and laying on the pipe pedestal structure with GI straps fitting on the pipe pedestal structure with Expansion bellow at every 60m for outer side casing pipe. Further laying and passing of the HDPE pipe of 1000 mm in the casing of 1219 mm MS Pipe etc complete with end concrete thrust blocks (two at each end). The item includes cleaning and clearing of site location for sufficient work space, excavation upto pipeline depths, piling works, breaking of existing site features fouling with the alignment of the pipe bridge structure, construction of all works above HFL or level of the existing bridge structure nearby, reinstatement of works which are damaged during execution, laying of casing as well as HDPE pipe along with excavation, concreting, formwork, curing including all tools and plants, labour and manpower, preparation of design and drawing for crossing and getting it approved from respective authority, getting all necessary permissions etc. complete as per approved drawing as per site conditions as directed by engineer in charge. CS -2 near Ramdev Dhaba, CS -3 Near Hotel Sahyog, CS - 20 Nalla Crossing, CS - 25 Nalla Crossing, Pond Near Mohan Village, CS - 30 Nalla Crossing, CS - 31 Nalla Crossing, CS - 36 Nalla Crossing, CS - 41 Nalla Crossing, CS - 43 Drainage Crossing, CS - 45 Nalla Crossing, CS - 50 Box Culvert Drainage crossing, CS - 58 Sutrapada Creek - along the existing coastal highway, Inside Tatawadi Pond area | 2039.300 | m |
| 5 | Construction of Pipe Bridge Structure in RCC M 30 design mix with FE 500 CRS Steel reinforcement as per detailed design of foundations, piling work and construction of pipe bridge structure based on actual soil investigation data at the location with pile foundation in sufficient depths below bed level of river as per tender drawings, super structure with beam and column, tie beam, cross beams and cantilever walkway structure with MS Casing pipe supporting and Fabrication, Supply, transportation to site, fabrication and installation of MS 1219 mm diameter, minimum 12.5 mm thickness, 406 micron inside solvent free epoxy and outside 3 LPE coating, welding and laying on the pipe pedestal structure with GI straps fitting on the pipe pedestal structure, further laying and passing of the HDPE pipe of 1000 mm in the casing of 1219 mm MS Pipe etc., complete with provision of end concrete thrust blocks (minimum two at each end) as per tender drawings. The item includes cleaning and clearing of site location for sufficient work space, excavation in all sorts of soil, murrum, soft / hard rock, piling works, breaking of existing site features fouling with the alignment of the pipe bridge structure, breaking of existing structure and all reinstatement works, construction of all works above HFL or level of the existing bridge structure nearby as per permissions granted, getting all necessary permissions from relevant authorities for the construction of Pipe bridge structure, reinstatement of all works which are damaged during execution, laying of casing as well as HDPE pipe along with excavation, concreting, formwork, curing including all tools and plants, labour and manpower, preparation of design and drawing for crossing and getting it approved from respective authority, getting all necessary permissions etc., complete as directed by engineer in charge and to the satisfaction of engineer in charge Darotha / Kalu River Crossing | 150.000 | m |
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