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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹210.6 CrAdmitted-Finance | ₹210.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹211.2 Cr+₹68.3 L (0.32%)Admitted-Finance OFFICE NO 402 SAI SAMARTH BUSINESS PARK DEONAR VILLAGE ROAD GOVANDI EAST MUMBAI MAHARASHTRA 400088 | MUMBAI SUBURBAN | MAHARASHTRA | 400088 | ₹211.2 Cr+₹68.3 L (0.32%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically not Qualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically not Qualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically not Qualified |
| Sl No | Description | Qty | Unit | Knowledge Marine & Engineering Works Limited L2 | LandT GeoStructure Private Limited L1 |
|---|---|---|---|---|---|
| 1.00Engineering, Procurement & Construction of Ship Repair Facility | |||||
| 1.01 | Submission & approval of all the detailed drawings & designs of the entire facilities. | 1 | LS | 6,00,00,000 ₹6,00,00,000 Lowest | 10,53,00,000 ₹10,53,00,000 |
| 2.00Engineering, Procurement & Construction of Marine Works including MEP Works as per the ToR. | |||||
| 2.01 | Mobilization and Demobilization: Provide and bring on site sufficient numbers of piling rigs with all required ancillary equipment and personnel for installing 1300mm dia and 1200mm dia vertical bored cast insitu piles as per specifications and Remove from site all piling plant & equipment, after completion of work. | 1 | LS | 9,80,00,000 ₹9,80,00,000 Lowest | 10,26,00,000 ₹10,26,00,000 |
| 2.02 | Removal from site all piling plant & equipment in item above after completion of work | 1 | LS | 50,00,000 ₹50,00,000 | 28,20,000 ₹28,20,000 Lowest |
| 2.03 | Positioning and setting upon and/or shifting and setting up piling equipment required for piling work at each piling locations as shown in the drawing and as directed including all labour, materials, fuel, tools, equipments etc., complete. For1300mm and 1200mm Piles | 1 | LS | 2,12,10,000 ₹2,12,10,000 Lowest | 3,34,00,000 ₹3,34,00,000 |
| 2.04 | Supplying, fabricating and providing steel cylindrical liners of 8 mm thick M.S plate to the required depth, 1300mm and 1200mm piles as shown in the drawing including gas cutting, bending, welding at yard & site, transporting, driving of liners, all labour, materials, tools, equipments, fuel etc., complete. Note:-
1. The stiffener shall be measured under this item.
2. In case the soil strata found to be not good in the founding level of the liner, extra depth may be provided as per site condition. Liner 8mm thick | 1 | LS | 12,48,50,000 ₹12,48,50,000 | 10,85,60,000 ₹10,85,60,000 Lowest |
| 2.05 | Lowering and pitching of fabricated liners of 8mm at each pile location | 1 | LS | 1,91,90,000 ₹1,91,90,000 | 30,00,000 ₹30,00,000 Lowest |
| 2.06 | Placing, Driving the M.S liners of the specifications as per item 2 above for1300mm dia and 1200mm dia vertical bored piles. The cost inclusive of charges for transporting to the pile location, aligning, lowering, pitching and driving the liners etc. complete as per standard specification and as directed by the Departmental officers | 1 | LS | 1,06,11,678 ₹1,06,11,678 | 80,00,000 ₹80,00,000 Lowest |
| 2.07 | Boring for the piles to the required depth through all types of soil strata including cemented sand, boulder layers , weathered rock and hard rock if any upto the founding level and stacking the bored soil at convenient place and transported to the low lying area anywhere inside /outside the harbour area within a lead of 4 km or as directed by the Engineer’s representative and pile shaft cleaning and keeping of all records etc. including bentonite solution, labour, tools, equipment, fuel etc..all as per drawing, specification etc complete as directed. Note: i)In case the soil stratum at the founding level is loose the Engineer or his representative may direct the contractor to carryout additional length of boring. ii)The sample of bored materials of regular interval shall be collected and produced for the verification of the Engineer or his representative at no extra cost in the event of any dispute about the type of strata bored the samples so collected shall be referred to an authorized laboratory / agency identified by the Engineer and the decision of such authorized laboratory / agency is final and binding on both parties. However, the cost of such testing shall be borne by the contractor iii) Boring through all type of soil strata means soft soil, weathered rock, cemented sand, boulders and hard rock etc., iv) The boring in all type of soil measurement will be made on the basis of depth of boring from encountered soft soil level to founding/pile termination level. Then boring in hard rock shall be measured from level of encountered hard rock to pile termination level. v) All the boring depths shall be jointly measured actually at site and Engineer in-charge decision is final.
Boring for 1300mm dia pile & Boring for 1200mm dia pile. | 1 | LS | 11,92,25,000 ₹11,92,25,000 Lowest | 15,95,00,000 ₹15,95,00,000 |
Tender Value
Refer Docs
EMD Value
₹4.9 Cr
Closing Date
1 Apr 2026, 3:00 pmClosed
VC and PD
IWAI, A-13, Sector-1, Noida 201301
Engineering, Procurement and Construction of Ship Repair Facility at Patna, Bihar
2025_IWAI_889928_1
IWAI/NW-1/SRF/PTN/2025-26
Open Tender
Civil Works - Water Works
EPC Contract
IWAI Noida
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,900
IWAI Fund
₹4.9 Cr
IWAI, A-13, Sector-1, Noida 201301
27 Apr 2026
15 Dec 2025
2 Apr 2026
15 Dec 2025
1 Apr 2026
24 Jan 2026
23 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Engineering, Procurement & Construction of Ship Repair Facility | |||||
| 1.01 | Submission & approval of all the detailed drawings & designs of the entire facilities. | - | LS | 100 | - |
| 2Engineering, Procurement & Construction of Marine Works including MEP Works as per the ToR. | |||||
| 2.01 | Mobilization and Demobilization: Provide and bring on site sufficient numbers of piling rigs with all required ancillary equipment and personnel for installing 1300mm dia and 1200mm dia vertical bored cast insitu piles as per specifications and Remove from site all piling plant & equipment, after completion of work. | - | LS | 100 | - |
| 2.02 | Removal from site all piling plant & equipment in item above after completion of work | - | LS | 100 | - |
| 2.03 | Positioning and setting upon and/or shifting and setting up piling equipment required for piling work at each piling locations as shown in the drawing and as directed including all labour, materials, fuel, tools, equipments etc., complete. For1300mm and 1200mm Piles | - | LS | 100 | - |
| 2.04 | Supplying, fabricating and providing steel cylindrical liners of 8 mm thick M.S plate to the required depth, 1300mm and 1200mm piles as shown in the drawing including gas cutting, bending, welding at yard & site, transporting, driving of liners, all labour, materials, tools, equipments, fuel etc., complete. Note:-
1. The stiffener shall be measured under this item.
2. In case the soil strata found to be not good in the founding level of the liner, extra depth may be provided as per site condition. Liner 8mm thick | - | LS | 100 | - |
| 2.05 | Lowering and pitching of fabricated liners of 8mm at each pile location | - | LS | 100 | - |
| 2.06 | Placing, Driving the M.S liners of the specifications as per item 2 above for1300mm dia and 1200mm dia vertical bored piles. The cost inclusive of charges for transporting to the pile location, aligning, lowering, pitching and driving the liners etc. complete as per standard specification and as directed by the Departmental officers | - | LS | 100 | - |
| 2.07 | Boring for the piles to the required depth through all types of soil strata including cemented sand, boulder layers , weathered rock and hard rock if any upto the founding level and stacking the bored soil at convenient place and transported to the low lying area anywhere inside /outside the harbour area within a lead of 4 km or as directed by the Engineer’s representative and pile shaft cleaning and keeping of all records etc. including bentonite solution, labour, tools, equipment, fuel etc..all as per drawing, specification etc complete as directed. Note: i)In case the soil stratum at the founding level is loose the Engineer or his representative may direct the contractor to carryout additional length of boring. ii)The sample of bored materials of regular interval shall be collected and produced for the verification of the Engineer or his representative at no extra cost in the event of any dispute about the type of strata bored the samples so collected shall be referred to an authorized laboratory / agency identified by the Engineer and the decision of such authorized laboratory / agency is final and binding on both parties. However, the cost of such testing shall be borne by the contractor iii) Boring through all type of soil strata means soft soil, weathered rock, cemented sand, boulders and hard rock etc., iv) The boring in all type of soil measurement will be made on the basis of depth of boring from encountered soft soil level to founding/pile termination level. Then boring in hard rock shall be measured from level of encountered hard rock to pile termination level. v) All the boring depths shall be jointly measured actually at site and Engineer in-charge decision is final.
Boring for 1300mm dia pile & Boring for 1200mm dia pile. | - | LS | 100 | - |
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