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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.7 CrAccepted-AOC HO PLOT NO 11 1ST FLOOR LSC SECTOR B 1 VASANT KUNJ NEW DELHI 110070 | NEW DELHI | DELHI | 110070 | ₹68.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹75.5 CrRejected-AOC 78 14 DEEN DAYAL NAGAR KARERA KARERA SHIVPURI MADHYA PRADESH 473660 UDYAM MP 45 0004529 | SHIVPURI | MADHYA PRADESH | 473660 | ₹75.5 Cr | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| 4 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | HINDUSTAN CONSTRUCTION COMPANY L2 | ANNU PROJECTS LIMITED L1 |
|---|---|---|---|---|---|
| 1.00Design, Construction, Testing and Commissioning of Sewage Network including sewer network, Manholes, sewer chamber, laterals and Pumping Mains | |||||
| 1.00 | 16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 14,464 | sqm | 130 ₹18,80,320 | 125 ₹18,08,000 Lowest |
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 15.6 | cum | 3,000 ₹46,800 Lowest | 3,348 ₹52,228.8 |
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 199.2 | cum | 2,000 ₹3,98,400 Lowest | 2,305 ₹4,59,156 |
| 1.00 | 15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge. | 3,278.8 | cum | 500 ₹16,39,400 | 398 ₹13,04,962.4 Lowest |
| 1.00 | 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. | 30,592 | metre | 30 ₹9,17,760 | 26 ₹7,95,392 Lowest |
| 1.01 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 135 | cum | 2,000 ₹2,70,000 Lowest | 2,354 ₹3,17,790 |
| 1.01 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 17,770.93 | cum | 350 ₹62,19,826.2 | 256 ₹45,49,358.59 Lowest |
| 1.01 | OD21427/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil - 2nd depth (1.5m to 3.0m) | 4,163.93 | cum | 450 ₹18,73,768.5 | 358 ₹14,90,686.94 Lowest |
| 1.01 | OD21424/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil - 3 rd depth (3.0m to 4.5m) | 1,274.08 | cum | 600 ₹7,64,449.8 | 468 ₹5,96,270.84 Lowest |
Tender Value
₹70.5 Cr
EMD Value
₹5 L
Closing Date
14 Nov 2025, 3:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer Project Planning Design and Implementation Unit Sewerage Circle Kochi.
AMRUT2.0 Kochi Corporation 2025 26 Providing underground sewage networks and allied works in Division 55 Giri Nagar and Division 57 Kadavanthra of Kochi Corporation for the newly proposed 5MLD STP at Elamkulam Sewerage Work
2025_KWA_814275_1
03/2025-26/SE/PPD/KCH
Open Tender
Civil Works - Water Works
Item Rate
730 days
Girinagar and Kadavanthra
Please refer Tender documents.
9 documents required · 9 mandatory
₹19,518
₹5 L
Project Planning Design and Implementation Unit Se
16 Jun 2026
25 Oct 2025
15 Nov 2025
25 Oct 2025
14 Nov 2025
25 Oct 2025
25 Oct 2025 - 1 Nov 2025
4 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Design, Construction, Testing and Commissioning of Sewage Network including sewer network, Manholes, sewer chamber, laterals and Pumping Mains | |||||
| 1.001 | 16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | - | sqm | - | - |
| 1.002 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 1 | cum | - | - |
| 1.003 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 1 | cum | - | - |
| 1.004 | 15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge. | - | cum | - | - |
| 1.005 | 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. | - | metre | - | - |
| 1.006 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | - | cum | - | - |
| 1.007 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 0.8 | cum | - | - |
| 1.008 | OD21427/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil - 2nd depth (1.5m to 3.0m) | - | cum | - | - |
| 1.009 | OD21424/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil - 3 rd depth (3.0m to 4.5m) | 0.2 | cum | - | - |
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