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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹17.0 CrAccepted-AOC UNIT NO 17 GROUND FLOOR RECTANGLE 1 DISTRICT CENTRE SAKET NEW DELHI 110017 | NEW DELHI | SOUTH DELHI | DELHI | 110017 | ₹17.0 Cr Quoted ₹17.9 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹18.7 CrRejected-Finance SHOP NO 1 PAVAPURI APARTMENTS 9TH KHETWADI LANE MUMBAI 400004 | MUMBAI | MUMBAI | MAHARASHTRA | 400004 | ₹18.7 Cr | 2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | V N ENGINEERING COMPANY L1 | N K SHAH INFRAPROJECTS L2 |
|---|---|---|---|---|---|
| 1.00Works Details | |||||
| 1.01 | Rehabilitation of existing pipeline by MWSL Structural Lining method including its site survey, plugging and flow diversion, cleaning, pre lining CCTV, Repair of Defects, pre lining measurement, designing, site preparatory work, installation of MWSL Liner, jointing, grouting, Post Lining CCTV and measurements, repair and rehabilitation of manholes, testing and commissioning and restoration of roads and surfaces all inclusive as per IndSTT: 203-2022 code of practice for Machine Wound Spiral Lining Technique suiting Indian Conditions.
Dia - 1800 mm | 1,369 | Mtr. | 1,31,000 ₹17.9 Cr | 1,36,700 ₹18.7 Cr |
| 1.02 | Construction of RCC 1:1.5:3 grade cement concrete circular manhole chamber for invert depth from 3.00 meter having 2400 mm internal diameter including required excavation of earth in all types of soils such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar etc., disposing of surplus excavated material within a lead of 50 meters. The work includes laying of 200 mm thick plain cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) 2900 mm dia bedding in foundation, providing and laying of plain cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate ) in channel andamp: 200 mm thick RCC vertical wall in 1:1.5:3 grade cement concrete and 250 thick RCC slab roof in 1:1.5:3 grade cement concrete fitted with Ferro-cement cover of 33 kg Cast Iron double seal ring andamp: frame (heavy-duty) etc., to withstand for Class-AA loading including supply and fixing of Ferro-cement foot steps and sealing of all joints with cement mortar 1:1 complete job as per detailed specifications, drawings and directions of Engineer- In-charge, for following average invert depths:At av. Depth 8.10 meter [From 8.10 m to 8.39 m] | 1 | Nos | 1,50,000 ₹1.5 L | 1,75,200 ₹1.8 L |
Tender Value
₹17.0 Cr
EMD Value
₹34.1 L
Closing Date
25 Sept 2025, 11:00 amClosed
Sumit Nandal
Municipal Corporation Panipat
Strengthening/Rehabilitation of Main YAP Sewer Line 1800 mm I/D from Handfab factory to chautala road sector 29 by Machine Wound Spiral Lining (MWSL) Technology under MC Panipat
2025_HRY_467972_1
2025B35F5AF8 819C 4209 8C94 5F4CB44709FA286ULB
Open Tender
Civil Works
750 days
Panipat
Strengthening/Rehabilitation of Main YAP Sewer Line 1800 mm I/D from Handfab factory to chautala road sector 29 by Machine Wound Spiral Lining (MWSL) Technology under MC Panipat
2 documents required · 2 mandatory
₹20,000
₹34.1 L
Yes
27 Jan 2026
27 Aug 2025
25 Sept 2025
27 Aug 2025
25 Sept 2025
27 Aug 2025
Amount
Works Details
Rehabilitation of existing pipeline by MWSL Structural Lining method including its site survey, plugging and flow diversion, cleaning, pre lining CCTV, Repair of Defects, pre lining measurement, designing, site preparatory work, installation of MWSL Liner, jointing, grouting, Post Lining CCTV and measurements, repair and rehabilitation of manholes, testing and commissioning and restoration of roads and surfaces all inclusive as per IndSTT: 203-2022 code of practice for Machine Wound Spiral Lining Technique suiting Indian Conditions. Dia - 1800 mm
Construction of RCC 1:1.5:3 grade cement concrete circular manhole chamber for invert depth from 3.00 meter having 2400 mm internal diameter including required excavation of earth in all types of soils such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar etc., disposing of surplus excavated material within a lead of 50 meters. The work includes laying of 200 mm thick plain cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) 2900 mm dia bedding in foundation, providing and laying of plain cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate ) in channel andamp: 200 mm thick RCC vertical wall in 1:1.5:3 grade cement concrete and 250 thick RCC slab roof in 1:1.5:3 grade cement concrete fitted with Ferro-cement cover of 33 kg Cast Iron double seal ring andamp: frame (heavy-duty) etc., to withstand for Class-AA loading including supply and fixing of Ferro-cement foot steps and sealing of all joints with cement mortar 1:1 complete job as per detailed specifications, drawings and directions of Engineer- In-charge, for following average invert depths:At av. Depth 8.10 meter [From 8.10 m to 8.39 m]
N K SHAH INFRAPROJECTS (BID ID -1342291)
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