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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 CrAdmitted-Finance | ₹9.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹12.5 CrAdmitted-Finance | ₹12.5 Cr | L2 | Admitted-Finance |
| 3 | L3₹12.5 CrAdmitted-Finance | ₹12.5 Cr | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | TIRUPATI CEMENT PRODUCTS L3 | M/s Surya con Engineers L2 | FATHOM DRILLERS L1 |
|---|---|---|---|---|---|---|
| 1.01 | Temporary / permanent plugging and blocking of sewer line, branch connections for diversion of flows and removals of all plugs etc. on completion of work.1200 mm Dia Sewer | 6 | Each | 1,20,000 ₹1.2 L | 3,66,000 ₹3.7 L | 1,29,000 ₹1.3 L |
| 1.02 | Temporary / permanent plugging and blocking of sewer line, branch connections for diversion of flows and removals of all plugs etc. on completion of work 1400 mm Dia Sewer | 18 | Each | 3,96,000 ₹4.0 L | 12,78,000 ₹12.8 L | 2,97,000 ₹3.0 L |
| 1.03 | Providing everything else required for diversion of flow by pumping and / or by passing and to maintain the sewerage system functioning normal and managing the flow without any surcharging overflows etc. during the rehabilitation works of the sewer line to the satisfaction of the Engineer-in-charge. 1200 mm Dia Sewer line | 950 | Meter | 92,91,000 ₹92.9 L | 1,23,50,000 ₹1.2 Cr | 90,25,000 ₹90.3 L |
| 1.04 | Providing everything else required for diversion of flow by pumping and / or by passing and to maintain the sewerage system functioning normal and managing the flow without any surcharging overflows etc. during the rehabilitation works of the sewer line to the satisfaction of the Engineer-in-charge. 1400 mm Dia Sewer line | 150 | Meter | 20,68,500 ₹20.7 L | 21,00,000 ₹21 L | 17,25,000 ₹17.3 L |
| 1.05 | Loosen desilt and thoroughly clean and remove debris and objects such as boulders, bricks etc, bacteriological slimes, roots, encrustations, grease, carbonated deposits, etc from the sewer line by super sucker machine including disposal of silt / debris / malba / objects etc, to the dumping sites as per the direction of the engineer-in-charge, within the Delhi NCT area. 1200 mm Dia Sewer for slab-IV: for 50% to 60% silt | 950 | Meter | 50,35,000 ₹50.4 L | 29,45,000 ₹29.4 L | 32,49,000 ₹32.5 L |
| 1.06 | Loosen desilt and thoroughly clean and remove debris and objects such as boulders, bricks etc, bacteriological slimes, roots, encrustations, grease, carbonated deposits, etc from the sewer line by super sucker machine including disposal of silt / debris / malba / objects etc, to the dumping sites as per the direction of the engineer-in-charge, within the Delhi NCT area. 1400 mm Dia Sewer for slab-IV: for 50% to 60% silt | 150 | Meter | 10,27,500 ₹10.3 L | 5,40,000 ₹5.4 L | 5,85,000 ₹5.8 L |
| 1.07 | Pre-rehabilitation colour CCTV/ Photographic survey including pan and zoom inspection of laterals and defects and submission of video tapes or CD inclusive of colour photographs at every 10m interval printed off video printer to the Engineer in total 2 sets.
Also allow for laser profiling of the sewer at every 10m interval and submit drawings with 4 diameter measurements (vertical, horizontal and cross measurements) | 1,100 | Meter | 3,28,900 ₹3.3 L | 4,18,000 ₹4.2 L | 5,33,500 ₹5.3 L |
| 1.08 | Design, manufacture, supply, deliver on site and install any one of these structural lining system (UV cured CIPP or Hot water cured CIPP or GRP or MWSL, or Geo polymer) including preparatory site work such as making good the sewer etc, grouting (wherever applicable)/ sealing of cracks and joints suitable as per site and local repairs to provide structural action consistent with the assumptions made in the structural design and construction of working shaft(wherever applicable) and reinstatement and making good of rehabilitated sewer and lateral connections etc and end sealing of the migration gap between the liner wall to wall (inner face between two successive manholes. This item is payable subject to completion of manholes/Chambers rehabilitation within the | 950 | Meter | 8,55,19,000 ₹8.6 Cr | 8,26,50,000 ₹8.3 Cr | 6,74,54,750 ₹6.7 Cr |
| 1.09 | Design, manufacture, supply, deliver on site and install any one of these structural lining system (UV cured CIPP or Hot water cured CIPP or GRP or MWSL or Geo polymer) including preparatory site work such as making good the sewer etc, grouting (wherever applicable)/ sealing of cracks and joints suitable as per site and local repairs to provide structural action consistent with the assumptions made in the structural design and construction of working shaft(wherever applicable) and reinstatement and making good of rehabilitated sewer and lateral connections etc and end sealing of the migration gap between the liner wall to wall (inner face between two successive manholes. This item is payable subject to completion of manholes/Chambers rehabilitation within the | 150 | Meter | 1,50,51,000 ₹1.5 Cr | 1,47,00,000 ₹1.5 Cr | 1,08,00,000 ₹1.1 Cr |
| 1.10 | Rehabilitation of manholes/chamber, including removal of old plaster, sealing of leaks, preparing surface after thorough cleaning, washing including.I)Application of 12 mm thick plaster with High strength, abrasion- resistance epoxy reinstatement mortar over a coat of Epoxy Resin concrete/ mortar bond coat of approved brand and manufacture . The plaster shall be applied on a well prepared surface after thorough cleaning and washing upto 1 meter high from top of benching and channel.II) 12 mm cement plaster of mix 1:4 (1 cement : 2 Coarse sand) on remaining portion of manhole including cost of necessary scaffolding, curing and finishing etc ,providing& applying Epoxy Resin coating for Steel/ Concrete chemical and acid resistant resin based protective coating with hardener in two or more coats of approved brand and manufacture to give a minimum thickness of 400 microns including preparation of surface etc over the plastered surface.III) Installation of new SFRC EXTRA HEAVY duty (EHD35) FRAME & COVER marked with DJB, SEWER, EHD35 year of manufacture trade name to required level as specified including installation of PVC encapsulated footrests as per requirement, and directed by the Engineer in charge. Manhole of dia 1830mm upto I.L =5 m | 44 | Each | 49,22,720 ₹49.2 L | 46,20,000 ₹46.2 L | 19,36,000 ₹19.4 L |
Tender Value
Refer Docs
EMD Value
₹21.6 L
Closing Date
13 Apr 2026, 3:00 pmClosed
OFFICE OF THE EXECUTIVE ENGINEER (P) SR-II
OFFICE OF THE EXECUTIVE ENGINEER (P) SR-II ROOM NO. 307 VARUNALAYA PHASE-I JHANDEWALAN, KAROL BAGH,NEW DELHI-110005
NIT No.19/EE (P) SR.II/ (2025-26)(Re-Invite)
2026_DJB_289382_1
NIT No.19/EE (P) SR.II/ (2025-26)(Re-Invite)
Open Tender
Miscellaneous Works
180 days
OFFICE OF THE EXECUTIVE ENGINEER (P) SR-II
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,500
Through SAB PAISA LINK
₹21.6 L
Yes
the office of Chief Engineer (Dr.) Proj-I
4 Jun 2026
28 Mar 2026
13 Apr 2026
28 Mar 2026
13 Apr 2026
3 Apr 2026
2 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1.01 | Temporary / permanent plugging and blocking of sewer line, branch connections for diversion of flows and removals of all plugs etc. on completion of work.1200 mm Dia Sewer | - | Each | - | - | item1 |
| 1.02 | Temporary / permanent plugging and blocking of sewer line, branch connections for diversion of flows and removals of all plugs etc. on completion of work 1400 mm Dia Sewer | - | Each | - | - | item2 |
| 1.03 | Providing everything else required for diversion of flow by pumping and / or by passing and to maintain the sewerage system functioning normal and managing the flow without any surcharging overflows etc. during the rehabilitation works of the sewer line to the satisfaction of the Engineer-in-charge. 1200 mm Dia Sewer line | - | Meter | - | - | item3 |
| 1.04 | Providing everything else required for diversion of flow by pumping and / or by passing and to maintain the sewerage system functioning normal and managing the flow without any surcharging overflows etc. during the rehabilitation works of the sewer line to the satisfaction of the Engineer-in-charge. 1400 mm Dia Sewer line | - | Meter | - | - | item4 |
| 1.05 | Loosen desilt and thoroughly clean and remove debris and objects such as boulders, bricks etc, bacteriological slimes, roots, encrustations, grease, carbonated deposits, etc from the sewer line by super sucker machine including disposal of silt / debris / malba / objects etc, to the dumping sites as per the direction of the engineer-in-charge, within the Delhi NCT area. 1200 mm Dia Sewer for slab-IV: for 50% to 60% silt | - | Meter | - | - | item5 |
| 1.06 | Loosen desilt and thoroughly clean and remove debris and objects such as boulders, bricks etc, bacteriological slimes, roots, encrustations, grease, carbonated deposits, etc from the sewer line by super sucker machine including disposal of silt / debris / malba / objects etc, to the dumping sites as per the direction of the engineer-in-charge, within the Delhi NCT area. 1400 mm Dia Sewer for slab-IV: for 50% to 60% silt | - | Meter | - | - | item6 |
| 1.07 | Pre-rehabilitation colour CCTV/ Photographic survey including pan and zoom inspection of laterals and defects and submission of video tapes or CD inclusive of colour photographs at every 10m interval printed off video printer to the Engineer in total 2 sets.
Also allow for laser profiling of the sewer at every 10m interval and submit drawings with 4 diameter measurements (vertical, horizontal and cross measurements) | - | Meter | - | - | item7 |
| 1.08 | Design, manufacture, supply, deliver on site and install any one of these structural lining system (UV cured CIPP or Hot water cured CIPP or GRP or MWSL, or Geo polymer) including preparatory site work such as making good the sewer etc, grouting (wherever applicable)/ sealing of cracks and joints suitable as per site and local repairs to provide structural action consistent with the assumptions made in the structural design and construction of working shaft(wherever applicable) and reinstatement and making good of rehabilitated sewer and lateral connections etc and end sealing of the migration gap between the liner wall to wall (inner face between two successive manholes. This item is payable subject to completion of manholes/Chambers rehabilitation within the | - | Meter | - | - | item8 |
| 1.09 | Design, manufacture, supply, deliver on site and install any one of these structural lining system (UV cured CIPP or Hot water cured CIPP or GRP or MWSL or Geo polymer) including preparatory site work such as making good the sewer etc, grouting (wherever applicable)/ sealing of cracks and joints suitable as per site and local repairs to provide structural action consistent with the assumptions made in the structural design and construction of working shaft(wherever applicable) and reinstatement and making good of rehabilitated sewer and lateral connections etc and end sealing of the migration gap between the liner wall to wall (inner face between two successive manholes. This item is payable subject to completion of manholes/Chambers rehabilitation within the | - | Meter | - | - | item9 |
| 1.1 | Rehabilitation of manholes/chamber, including removal of old plaster, sealing of leaks, preparing surface after thorough cleaning, washing including.I)Application of 12 mm thick plaster with High strength, abrasion- resistance epoxy reinstatement mortar over a coat of Epoxy Resin concrete/ mortar bond coat of approved brand and manufacture . The plaster shall be applied on a well prepared surface after thorough cleaning and washing upto 1 meter high from top of benching and channel.II) 12 mm cement plaster of mix 1:4 (1 cement : 2 Coarse sand) on remaining portion of manhole including cost of necessary scaffolding, curing and finishing etc ,providing& applying Epoxy Resin coating for Steel/ Concrete chemical and acid resistant resin based protective coating with hardener in two or more coats of approved brand and manufacture to give a minimum thickness of 400 microns including preparation of surface etc over the plastered surface.III) Installation of new SFRC EXTRA HEAVY duty (EHD35) FRAME & COVER marked with DJB, SEWER, EHD35 year of manufacture trade name to required level as specified including installation of PVC encapsulated footrests as per requirement, and directed by the Engineer in charge. Manhole of dia 1830mm upto I.L =5 m | - | Each | - | - | item10 |
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