Engineering, Procurement and Construction of Ship Repair Facility at Patna, Bihar

Engineering, Procurement & Construction of Ship Repair Facility

Submission & approval of all the detailed drawings & designs of the entire facilities.

Engineering, Procurement & Construction of Marine Works including MEP Works as per the ToR.

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.

Removal from site all piling plant & equipment in item above after completion of work

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

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

Lowering and pitching of fabricated liners of 8mm at each pile location

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

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 Engi

Trimming of pile heads built up above the cut off level (casted minimum 1m above the required cut off level) and/ or as directed and stacking the debris at convenient place and transported to the low lying area any where inside/ outside the port premises with in a lead of 4 K.M or all as directed by the engineers representative and all associated cleaning of projecting reinforcements including all labour cutting the excess liner up to cut off level, materials, tools, equipments, fuel, shifting of scrap liner to the designated location etc. complete all as directed.( The excess liner scrap material is property of the contractor)

Dynamic pile load test (High strain Dynamic testing) perform Non- Destructive Integrity test of piles of size 1300mm dia and 1200mm dia according to the approved Specifications and as directed by the Engineer or his representative all as per relevant BIS/ASTM codes including all labour, tool. Equipments, plant, etc., complete. Providing, conducting of routine Dynamic high strain testing using pile Driving analyzer by impacting a 1.5 percent weight of capacity of pile with a fall varying from 1m to 3m including preparing head, providing ply and steel plates, fixing strain gauges etc. all conforming to ASTMD4945. Further include evaluating and submitting report covering Providing, conducting of routine Dynamic high strain testing using pile Driving analyzer by impacting a 1.5 percent weight of capacity of pile with a fall varying from 1m to 3m including preparing head, providing ply and steel plates, fixing strain gauges etc. all conforming to ASTMD4945. Further include evaluating and submitting report covering i) True static capacity of the pile at the time of testing, ii) Simulated static load test curve iii) Total skin friction and end bearing of pile iv) Skin friction variation along the length of the pile v) Compressive and tensile stresses developed in pile during testing vi) Net and total displacement of the pile

INTEGRITY TEST ON WORKING PILES Conduct non-destructive integrity test on working piles using low strain sonic diagnostic system as specified and as directed by the Engineer for 1300 mm dia and 1200mm dia piles

ROUTINE AND INITIAL VERTICAL LOAD TEST Supply necessary kentledge and perform vertical load tests on the marine piles 1300mm dia & 1200mm dia

Providing and placing precast concrete of grade M40 for columns using tremmie method up to cut off level underneath the bentonite slurry including all sampling testing and records and all labour, materials, tools, equipment, fuel, etc., complete., Note: Supply, fabrication of steel reinforcement shall be measured and paid under relevant item.

Providing and placing precast concrete of grade M40 for pile muff using tremmie method up to cut off level underneath the bentonite slurry including all sampling testing and records and all labour, materials, tools, equipment, fuel, etc., complete., Note: Supply, fabrication of steel reinforcement shall be measured and paid under relevant item.

Supply, Intallation, Testing & Commissioning of Flat bed Trolley for transfer the boat

Supplying, fabricating and placing of TMT, Fe500D grade steel for pile reinforcement cage in piles including welding, binding, with binding wire all as per drawing, technical specifications and including all labour, materials, tools transport, cage lowering, equipments, fuel etc., complete

Supplying, fabricating and placing TMT, Fe500D grade steel for reinforcement of pile muff including welding, binding, with binding wire all as per drawing, technical specifications and including all labour, materials, tools transport, cage lowering, equipments, fuel etc., complete.

Supplying, fabricating and placing TMT, Fe500D grade steel for reinforcement of columns including welding, binding, with binding wire all as per drawing, technical specifications and including all labour, materials, tools transport, cage lowering, equipments, fuel etc., complete.

Engineering, Procurement, Construction of Deck Structures including MEP Works as per the ToR.

Casting of Precast and cast in situ cement concrete Beams of grade M40 of various sizes as shown in the drawing and or any other size as directed to suit the site condition including shuttering,/ formwork mixing, transporting, placing, vibrating, curing the concrete and all labour, materials, tools, equipment, fuel, all sampling, testing and records etc., complete.

Providing and placing Precast and cast in situ concrete of grade M40 for slabs all as per drawing and or as directed by the Engineer including provision of shuttering, mixing, transporting, placing, vibrating, curing the concrete including all labour, materials, tools, equipment, fuel and all sampling, testing and records etc., complete.

Supplying, fabricating and placing of TMT, Fe500D grade steel bars for Cast in situ beams including lifting hooks for precast units and cutting, bending, welding, binding wire all as per technical specification, drawing, including all labour, materials tools, equipment, fuel and all sampling, testing and records etc., complete.

Supplying, fabricating and placing of TMT, Fe500D grade steel bars for Cast in situ slabs including lifting hooks for precast units and cutting, bending, welding, binding wire all as per technical specification, drawing, including all labour, materials tools, equipment, fuel and all sampling, testing and records etc., complete.

Providing and placing in-situ grade M30 for wearing coat concrete over the deck slab, all as per drawings with necessary shuttering, mixing, transporting, placing, vibrating, finishing and curing the concrete including all labour, materials tools, equipment, fuel and all sampling, testing and records etc., complete

Supplying, handling, transporting and fixing in position of Arc fender(800) with anchor bolts, U hooks, Chains, cutting, concrete chipping, drilling, grouting, necessary welding with deck reinforcement steel and necessary coal tar painting(wherever required) including all materials, labour, consumable items, machineries, tools, tackles, transportation etc... and complete as per Engineer In charge.

Supplying, handling, transporting and fixing in position of Bollard (30 ton capacity) with necessary cutting, concrete chipping, drilling, grouting, welding with deck reinforcement steel and necessary coal tar painting (wherever required) including all materials, labour, consumable items etc. Complete as per drawing and specifications as directed by the EIC.

Supply, Intallation, Testing & Commissioning of 800T Mobile Hoist Crane

Supply, Intallation, Testing & Commissioning of Tower Crane 10 T

neer in-charge decision is final. Boring for 1300mm dia pile & Boring for 1200mm dia pile.

Supply, Intallation, Testing & Commissioning of Indian Standard Crane Rail

Supply, Intallation, Testing & Commissioning of Curbs - Rubber

Supply, Intallation, Testing & Commissioning of Expansion Joint- M.S angles and Plate

Supply, Intallation, Testing & Commissioning of Expansion Joint- Bituminous pad 25mm thick

Supply, Intallation, Testing & Commissioning of Sealing component

Supply, Intallation, Testing & Commissioning of Mooring rings

Supply, Intallation, Testing & Commissioning of Safety chains

Supply, Intallation, Testing & Commissioning of M.S Inserts

Electrical work, Plumbing work & Firefighting all complete

Engineering, Procurement & Construction of Landside Works including MEP works as per the ToR

Admin Building + Canteen + Sanitary complete in all respect.

Store room complete in all respect.

Paint store room complete in all respect.

Sub station complete in all respect.

Electrical shop complete in all respect.

Carpentry / Outfitting shop complete in all respect.

Pipe shop complete in all respect.

Engine Machine shop complete in all respect.

Fabrication shop complete in all respect.

Fire & Safety building complete in all respect.

Scarp yard complete in all respect.

Parking / Stockyard complete in all respect.