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Corrigendum Survey Design An in Jammu – Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Survey Design An" in Jammu, India.
Municipal Administration Housing and Urban Development
Jammu, Jammu and Kashmir, India
NTID 39791125
- Opening Date : Sat 31st May, 2025
- Closing Date : Fri 30th May, 2025
- ₹ 675000000.00
- NTID 39791125
Key Values: Document Cost: 15000.00 | EMD: 13500000.00 | Estimated Cost: 675000000.00
Tender Description
Corrigendum : Survey Design And Execution Of Sewerage Scheme Katra Town Under Pollution Abatement Of River Banganga At Katra Under Nrcp On Epc Fixed Cost Basis Incl Oandm For 5 Years After Successful Completion Of Free Trial Run Of Run Of 6 Mths Cno Sdj/w/60/24-25
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
-
EMD
13500000.00 -
Document Cost
15000.00 -
Estimated Cost
675000000.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | BOQ_847236 | BOQ |
| 2 | BOQ_847236 | BOQ |
| 3 | Corrigendum and Extension | Date |
| 4 | BOQ_847236 | BOQ |
| 5 | Corrigendum and Extension II | Date |
| 6 | Appendix R | Terms and Conditions |
| 7 | BOQ_847236 | BOQ |
| 8 | Extension Notice 3 | Date |
| 9 | Appendix R | Terms and Conditions |
| 10 | BOQ_847236 | BOQ |
| 11 | Extension 4 | Date |
| 12 | Appendix R | Terms and Conditions |
| 13 | BOQ_847236 | BOQ |
| 14 | Extension V | Date |
| 15 | Appendix R | Terms and Conditions |
| 16 | BOQ_847236 | BOQ |
| 17 | Extension VI | Date |
| 18 | Appendix R | Terms and Conditions |
BOQ Items Total Items : 58 | Total Qty : 61810
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | A. Laying of Sewer & Appurtenant works | ||
| 2 | Survey, Design, Providing & Laying of Sewerage network including excavation by manual/ mechanical means/trenchless technology/anyother methord wherever required and disposal of surplus earth from the site of work upto requisite lead by mechanical transport including loading, unloading and stacking, sewer bedding PCC 1:4:8 (1 cement:4 coarse sand: 8 graded stone aggregate 40mm nominal size) with non-pressure RCC NP-3 (minimum size 200mm dia including socket & spigot pipes with rubber gasket joint), including testing of joints, manhole @ 30m distance with drop arrangement, Dismantling and restoration of different type of road such as bitumen road, CC Road, tiles etc and also Dismantling and restoration of roads/lanes with central drains and laying of pipe through treanchless techonology where ever requried. All the work proposed shall be designed in accordance with relevant code of earthquake design and NDMA guidelines. The work shall include all costs for the supply of pipes, jointing material and other materials, transport, plant, labour and equipment for excavating, shoring, dewatering,formation preparation, bedding, installing to true line and level, fittings and jointing, testing,surrounding, backfilling, compacting, reinstatement to original condition.RCC NP-3 Sewer Pipes-IS 458:2003 including utility shifting etc. (Complete Job in all respects) | ||
| 3 | Providing, Laying, Jointing, Testing and Commissioning of non-pressure (NP3) RCC socket & spigot pipes with rubber gasket joint including testing of joints. for sewergae network. The work shall include all costs for the supply of pipes, jointing material and other materials, transport, plant, labour and equipment for excavating, shoring, dewatering, formation preparation, bedding, installing to true line and level, fittings and jointing, testing, surrounding, backfilling, compacting, temporary surface reinstatement, disposal of surplus excavated materials within 15 Kms., etc. under the designed sewerage system in conformance with the Technical Specification & Tender Document (incl SCC) and as per construction Drawings submitted by contractor & approved by Competeent Authority. RCC NP3 Sewer Pipes-IS 458: 2003 | ||
| 4 | 200 mm dia | 43922.00 | m |
| 5 | 250 mm dia | 1031.00 | m |
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