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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹4.0 L (2.46%)Admitted-Finance 196 GOREGAON W MUMBAI MAHARASHTRA 400062 | 400062 | ₹1.7 Cr+₹4.0 L (2.46%) | L2 | Admitted-Finance |
| 3 | L3₹1.8 Cr+₹20.0 L (12.3%)Admitted-Finance | ₹1.8 Cr+₹20.0 L (12.3%) | L3 | Admitted-Finance |
| 4 | L4₹3.9 Cr+₹2.3 Cr (139.6%)Admitted-Finance MM GARDENS CHURCH LANDING ROAD NEAR KERALA FINE ARTS HALL ERNAKULAM 682 016 | ERNAKULAM | KERALA | 682016 | ₹3.9 Cr+₹2.3 Cr (139.6%) | L4 | Admitted-Finance |
| 5 | L5₹5.1 Cr+₹3.4 Cr (211.4%)Admitted-Finance B WING 1006 1007 1008 KAILASH BUSINESS PARK HIRANANDANI LINK ROAD VIKHROLI WEST MUMBAI MAHARASHTRA 400079 | MUMBAI SUBURBAN | MAHARASHTRA | 400079 | ₹5.1 Cr+₹3.4 Cr (211.4%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | KITCO LIMITED L4 | GEO MARINE DYNAMICS (INDIA) PVT LTD L3 | Offshore Engineering Design and Energy Consultants Private Limited L5 | IDDC ENGINEERS PRIVATE LIMITED L2 | VISTARAM L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Tests & Investigations | ||||||||
| 1.01 | Examine and Investigate the existing material condition & structural integrity of Outfit Jetty structure including crane track, bollards, Piles , Pile caps, short columns , Beams and Deck slab on Turn Key basis by one or more of the following techniques (indicative list only but not exhaustive)
a) Visual examination of the structure.
b) Condition assessment of Piles under water level
c) Pile load tests to assess the load carrying capacity of piles
d) Destructive & Non-Destructive Tests
e) Load Bearing carrying capacity of the Deck slab.
f) Load Bearing capacity of surrounding paved area
g) Geotechnical studies
h) Bollard Pull tests
Necessary tests as required for assessment of the existing condition of the structure shall be carried out subject to the following minimum number of tests
i) NDT tests - 10 no.s
ii) Destructive Test - 10 no.s
iii) Pile Load tests - 04 no.s
iv) Plate load tests on Deck slab - 02 no.s
v) Plate load tests on pavement - 02 no.s
vi) Geotechnical Studies - 02 no.s
vii) Bollard Pull Tests for 35 Ton - 02 no.s | 1 | LS | 1,21,34,240 ₹1,43,18,403.2 | 35,48,076.92 ₹41,86,730.77 | 16,00,000 ₹18,88,000 Lowest | 49,31,000 ₹58,18,580 | 49,99,999 ₹58,99,998.82 |
| 2.00Feasibility Report : Based on the results of above mentioned tests & investigations, Feasibility Report is to be prepared which shall consist of the following: | ||||||||
| 2.01 | Work out various options and technical feasibility for rehabilitation of existing Jetty structure, Crane track, Bollard Foundations for safe operation of existing cranes and Berthing of Ships | 1 | LS | 30,00,000 ₹35,40,000 | 3,31,521.74 ₹3,91,195.65 Lowest | 11,90,000 ₹14,04,200 | 10,77,000 ₹12,70,860 | 5,00,000 ₹5,90,000 |
| 2.02 | Workout the various options & Technical Feasibility for comprehensive repairs and upgradation of the existing Jetty to meet the following requirements.
(i) Load carrying Capacity of Jetty - 4.0 T / Sq. M (Live Load)
(ii) Crane Track - Shall be suitable for installation of 60 T Lifting Capacity L.L. Crane with maximum wheel load of 50 T@ 0.80 m spacing
(iii) Design life of Jetty - 20 years (post Retrofitting)
(iv) Berthing Force - 48 T / Meter
(v) Berthing of vessels - Up to 45000 DWT
(vi) Fendering system - Pneumatic or Arch type
(vii) Mooring Force - 60T
(viii) Services - Under Deck provision for laying of Fresh water, oxyacetylene, compressed air, Fire Fighting, Shore supply and electrical cables, Inspection Chambers, walk ways for service personnel. | 1 | LS | 50,00,000 ₹59,00,000 | 3,31,521.74 ₹3,91,195.65 Lowest | 11,90,000 ₹14,04,200 | 25,01,500 ₹29,51,770 | 5,00,000 ₹5,90,000 |
| 3.00Methodology , Detailed Design and Preparation of GFC drawings | ||||||||
| 3.01 | Rehabilitation of existing Jetty structure, Crane track, Bollard Foundations for safe operation of existing cranes and Berthing of Ships | 1 | LS | 7,50,000 ₹8,85,000 | 4,37,500 ₹5,16,250 | 11,90,000 ₹14,04,200 | 4,30,400 ₹5,07,872 Lowest | 5,00,000 ₹5,90,000 |
| 3.02 | Comprehensive repairs, retrofitting and upgradation of existing Structure to meet the above requirements. | 1 | LS | 7,50,000 ₹8,85,000 | 4,37,500 ₹5,16,250 | 11,90,000 ₹14,04,200 | 4,05,000 ₹4,77,900 Lowest | 5,00,000 ₹5,90,000 |
| 4.00Preparation of DPR includes RFP, Cost Estimates, Technical Specifications based on results obtained at para 1,2,3 above which shall be vetted by a third party such as IITs as approved by HSL | ||||||||
| 4.01 | Rehabilitation works required for the existing Jetty structure, Crane track, Bollard Foundations for safe operation of existing cranes and Berthing of Ships | 1 | LS | 15,00,000 ₹17,70,000 | 8,42,105.26 ₹9,93,684.21 | 25,60,000 ₹30,20,800 | 2,95,000 ₹3,48,100 Lowest | 5,00,000 ₹5,90,000 |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
14 Jul 2022, 4:00 pmClosed
S. Sadasiva, Manager (Outsourcing)
Hindustan Shipyard Ltd
Selection of technical consultancy for Rehabilitation and Refurbishment of Outfitting Jetty at Hindustan Shipyard Limited, Visakhapatnam.
2022_HSL_90102_1
CD/OS/1338/Consultancy for Outfit Jetty/2022
Open Tender
Miscellaneous Services
Service
30 days
Hindustan Shipyard Ltd
Please refer Tender documents.
18 documents required · 18 mandatory
₹0
₹1.5 L
Yes
Hindustan Shipyard Ltd
11 Aug 2022
25 May 2022
14 Jul 2022
25 May 2022
14 Jul 2022
6 Jun 2022
3 Jun 2022
Tests & Investigations
Examine and Investigate the existing material condition & structural integrity of Outfit Jetty structure including crane track, bollards, Piles , Pile caps, short columns , Beams and Deck slab on Turn Key basis by one or more of the following techniques (indicative list only but not exhaustive) a) Visual examination of the structure. b) Condition assessment of Piles under water level c) Pile load tests to assess the load carrying capacity of piles d) Destructive & Non-Destructive Tests e) Load Bearing carrying capacity of the Deck slab. f) Load Bearing capacity of surrounding paved area g) Geotechnical studies h) Bollard Pull tests Necessary tests as required for assessment of the existing condition of the structure shall be carried out subject to the following minimum number of tests i) NDT tests - 10 no.s ii) Destructive Test - 10 no.s iii) Pile Load tests - 04 no.s iv) Plate load tests on Deck slab - 02 no.s v) Plate load tests on pavement - 02 no.s vi) Geotechnical Studies - 02 no.s vii) Bollard Pull Tests for 35 Ton - 02 no.s
Feasibility Report : Based on the results of above mentioned tests & investigations, Feasibility Report is to be prepared which shall consist of the following:
Work out various options and technical feasibility for rehabilitation of existing Jetty structure, Crane track, Bollard Foundations for safe operation of existing cranes and Berthing of Ships
Workout the various options & Technical Feasibility for comprehensive repairs and upgradation of the existing Jetty to meet the following requirements. (i) Load carrying Capacity of Jetty - 4.0 T / Sq. M (Live Load) (ii) Crane Track - Shall be suitable for installation of 60 T Lifting Capacity L.L. Crane with maximum wheel load of 50 T@ 0.80 m spacing (iii) Design life of Jetty - 20 years (post Retrofitting) (iv) Berthing Force - 48 T / Meter (v) Berthing of vessels - Up to 45000 DWT (vi) Fendering system - Pneumatic or Arch type (vii) Mooring Force - 60T (viii) Services - Under Deck provision for laying of Fresh water, oxyacetylene, compressed air, Fire Fighting, Shore supply and electrical cables, Inspection Chambers, walk ways for service personnel.
Methodology , Detailed Design and Preparation of GFC drawings
Rehabilitation of existing Jetty structure, Crane track, Bollard Foundations for safe operation of existing cranes and Berthing of Ships
Comprehensive repairs, retrofitting and upgradation of existing Structure to meet the above requirements.
Preparation of DPR includes RFP, Cost Estimates, Technical Specifications based on results obtained at para 1,2,3 above which shall be vetted by a third party such as IITs as approved by HSL
Rehabilitation works required for the existing Jetty structure, Crane track, Bollard Foundations for safe operation of existing cranes and Berthing of Ships
Comprehensive repairs, retrofitting and upgradation of existing Structure to meet the above requirements.
Description of Work / Item(s)
Project Management Contract (Optional): Assisting in Technical evaluation, Price negotiation, Placement of Order, preparation of CPM/PERT charts, Reviewing of project milestones, supervision of all works, mitigation of risks, providing alternative approaches, Preparation of Quality Assurance plan, Quality and Test checks at regular intervals, safety measures, measurement of work progress through site visits and maintaining formal record of the same, recommendation of stage payments and issuing of work completion certificate Note: Quote for PMC item will be considered for establishing overall L1 bidder
Rehabilitation works required for the existing Jetty structure, Crane track, Bollard Foundations for safe operation of existing cranes and Berthing of Ships
Comprehensive repairs, retrofitting and upgradation of existing Structure.
VISTARAM
IDDC ENGINEERS PRIVATE LIMITED
Offshore Engineering Design and Energy Consultants Private Limited
KITCO LIMITED
VISTARAM
GEO MARINE DYNAMICS (INDIA) PVT LTD
KITCO LIMITED
Offshore Engineering Design and Energy Consultants Private Limited
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