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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58.6 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹61.6 Cr+₹3.0 Cr (5.21%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹62.9 Cr+₹4.4 Cr (7.47%)Admitted-Finance A 3 7 MAYAPURI INDUSTRIAL AREA PHASE II MAYAPURI MAYAPURI SOUTH WEST DELHI DELHI 110064 | WEST DELHI | DELHI | 110064 | L3 | Admitted-Finance | |
| 4 | L4₹75.7 Cr+₹17.1 Cr (29.2%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹88 Cr+₹29.4 Cr (50.2%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Sophisticated Industrial Materials Analytic Labs Pvt Ltd L3 | Ms R K Gupta and Co L1 | Neercare India Pvt. Ltd. L5 | M/s SKC Technocrat Private Limited L2 | AJAB SINGH & CO. L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00A. Laying of Sewer & Appurtenant works | ||||||||
| 1.01Survey, 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) | ||||||||
| 1.02Providing, 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 | ||||||||
| 1.03 | 200 mm dia | 43,922 | m | 3,390 ₹14,88,95,580 | 3,250 ₹14,27,46,500 | 4,832 ₹21,22,31,104 | 3,800 ₹16,69,03,600 | 2,296 ₹10,08,44,912 Lowest |
| 1.04 | 250 mm dia | 1,031 | m | 3,870 ₹39,89,970 | 4,500 ₹46,39,500 | 6,040 ₹62,27,240 | 5,800 ₹59,79,800 | 2,515.73 ₹25,93,717.63 Lowest |
| 1.05 | 300 mm dia | 739 | m | 5,384 ₹39,78,776 | 5,500 ₹40,64,500 | 7,852 ₹58,02,628 | 9,000 ₹66,51,000 | 2,970.15 ₹21,94,940.85 Lowest |
| 1.06 | 350 mm dia | 876 | m | 6,510 ₹57,02,760 | 5,900 ₹51,68,400 | 9,815 ₹85,97,940 | 11,000 ₹96,36,000 | 3,379.13 ₹29,60,117.88 Lowest |
| 1.07 | 500 mm dia | 395 | m | 15,865 ₹62,66,675 | 8,000 ₹31,60,000 | 13,741 ₹54,27,695 | 15,500 ₹61,22,500 | 4,616 ₹18,23,320 Lowest |
| 1.08Providing, Laying, Jointing, Testing and Commissioning of S&S Centrifugaly 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 & paremenent surface/road reinstatement/restoration, 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 Competeent Authority. | ||||||||
| 1.09 | 100 mm dia | 740 | m | 1,060 ₹7,84,400 Lowest | 2,000 ₹14,80,000 | 4,077 ₹30,16,980 | 2,000 ₹14,80,000 | 1,309 ₹9,68,660 |
Tender Value
₹67.5 Cr
EMD Value
₹1.4 Cr
Closing Date
27 Jun 2025, 5:00 pmClosed
Executive Engineer
Sewerage and Drainage Div West Jammu
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
2025_HAUDD_274690_1
E-NIT No 30 of 2024-25 Dated 20-03-2025
Open Tender
Civil Works
Item Rate
910 days
Katra
refer PQ terms and conditions GCC SCC
3 documents required · 3 mandatory
₹15,000
Accounts Officer UEED
₹1.4 Cr
Chief Engineer, JandK UEED Jammu/Srinagar
29 Jul 2026
22 Mar 2025
28 Jun 2025
22 Mar 2025
27 Jun 2025
24 May 2025
22 Mar 2025 - 16 Apr 2025
23 May 2025
| 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 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) | - | - | - | - |
| 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 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 | - | - | - | - |
| 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 Centrifugaly 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 & paremenent surface/road reinstatement/restoration, 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 Competeent Authority. | - | - | - | - |
| 1.09 | 100 mm dia | - | m | - | - |
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