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Tender Value
₹74.6 Cr
EMD Value
₹1.5 Cr
Closing Date
3 Sept 2026, 6:00 pm7d left
Executive Engineer
Sewerage and Drainage Div. (West) Jammu
Survey, Design and Execution of Sewerage Scheme of Katra Town on EPC Fixed Cost Basis incld. Operation and Maintenance for 5 years after successful completion of free trial run of 12 months (Contract No. SDJ/W/76/2026-27)
2026_HAUDD_320897_1
E-NIT No 35 of 2026-27 Dated 13-08-2026
Open Tender
Civil Works
Item Rate
Katra
Please refer Tender documents.
3 documents required · 3 mandatory
₹20,000
Account Officer JandK UEED
₹1.5 Cr
In the Office chamber of Chief Engineer UEED JandK
13 Aug 2026
13 Aug 2026
5 Sept 2026
13 Aug 2026
3 Sept 2026
13 Aug 2026
13 Aug 2026 - 20 Aug 2026
20 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1A. Laying of Sewer & Appurtenant works | |||||
| 1.01 | Survey, Design, Providing & Laying of Sewerage network including excavation by manual/ mechanical means/ trenchless technology/anyother method 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 trenchless technology where ever required. 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) | - | - | - | - |
| 1.02 | Providing, Laying, Jointing, Testing and Commissioning of non-pressure (NP3) RCC socket & spigot pipes with rubber gasket joint including testing of joints. for sewerage 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 Competent Authority. | - | - | - | - |
| 1.03 | 200 mm dia | - | m | - | - |
| 1.04 | 250 mm dia | - | m | - | - |
| 1.05 | 300 mm dia | - | m | - | - |
| 1.06 | 350 mm dia | - | m | - | - |
| 1.07 | 500 mm dia | - | m | - | - |
| 1.08 | Providing, Laying, Jointing, Testing and Commissioning of S&S Centrifugally Cast (Spun)/ Ductile Iron Class K-7 Pipes conforming to IS: 8329. 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, temporary & permanent surface/road reinstatement/restoration (to its original shape), 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 construction Drawings submitted by contractor & approved by Competent Authority. | - | - | - | - |
| 1.09 | 100 mm dia | - | m | - | - |
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