Hindustan Shipyard Limited has published Refurbishment And Upgradation Of Outfitting Jetty, Crane Track And Services. Submission Date for this Tender is 29-04-2024. Cranes Tenders in visakhapatnam Andhra Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 17-Apr-2024 | Pre-bid meeting link | Technical Bid | 29-04-2024 |
| 2 | 17-Apr-2024 | Bid Submission start date extension | Date | 29-04-2024 |
| 3 | 17-Apr-2024 | Corrigendum for Vol 2 4 and Drawing | Other | 29-04-2024 |
| 4 | 24-Apr-2024 | Corrigendum Volume 5 | Technical Bid | 29-04-2024 |
| 5 | 24-Apr-2024 | BOQ Modification | BOQ | 29-04-2024 |
| 6 | 25-Apr-2024 | Corrigendum for Annexure-1, 2 and Pre-Bid Clarifications | Other | 29-04-2024 |
| Sl. No. | Item Description |
| 1 | SECTION - 1 DEMOLTION WORKS |
| 2 | Dismantling of Extisting Super Structure |
| 3 | Cutting of PCC/Wearing Coat on top surface of the elements specified methodology as specified by the schematic drawings (reinforcement cut as required to facilitate demolition), Cleaning the surface, stacking as stacking area in HSL premises, Disposal of materials away from the site as specified by local authorities and as directed by PMC. Serviceable material resulting from dismantling shall be stacked by Contractor at location as per the directions of the Engineer-in-Charge and shall be property of HSL. |
| 4 | Screed/Wearing Coat/Unreinforced Conrete |
| 5 | Short Columns, Column Cap and Pile Cap (as specified) |
| 6 | Deck Beams |
| 7 | Deck Slab |
| 8 | a) Cleaning of Marine Growth: M&L for Preparation of existing concrete Tie beams as specified, removal of dry/ oil / sea weed growth/ dampby means of mechanical grinding machine to achieve a rough, coherent substrate having an excellent anchor profile removing all the loose material, rust, dirt etc., clean and dry the surface by using vacuuming equipment, water jet and compressed air. If required surface shall be lightly grit blasting or detergent washed to get PH value neutrality complete all as specified and as directed. |
| 9 | Tie Beams |
| 10 | SECTION - 2 PILE FOUNDATION |
| 11 | Pile Foundation - 900mm Dia and Deck Beams |
| 12 | Construction of cast - in - situ RCC bored piles with MS Liner including driving, up-to design depth, Boring in all type of strata, removal of excavated material, stabilized by unlined soil by using betonite/polymer, Providingrequried reinforcment as per design and approved BBS by EIC. Placing of M40 garde concrete by means of tremmie method, Providing all necessary labour, materials, tools, machinary, working platform and plants etc as per standard specification and as directed by EIC |
| 13 | Boring (BCIS): Boring of 900mm dia. from sea level/deck level/ ground level upto founding level in all types of soil including rock, all complete as per standard specification and as directed by EIC |
| 14 | a) 900mm Dia |
| 15 | Concrete: Supply and placing of Concrete Mix M40 in accordance withtheSpecificationin900mm dia Piles usingtremie concreting pipe from founding level upto 500 mm above pile cut-off level. The concrete qty is measure from COL to founding level. of pile and as directed by EIC. |
| 16 | a) 900mm Dia |
| 17 | Dressing of Pile: Cutting and Dressing of 900mm dia pile head to cut of level as per standard specification and as directed by EIC. (Rate including cutting of steel, cutting of MS liner and chipping of cocnrete upto cut of level. |
| 18 | a) 900mm Dia |
| 19 | Load Test on Piles |
| 20 | Intial load test: Supplynecessarykentledgeand performvertical and horizontal load tests on 900mm dia Piles according to the specification. Load will be indicated by Engineering Consultant during detailed Engineering. (pile boring, concrete and reinforcement steel shall be paid under relevant BOQ items). This including plaform prepaaration, nacessary arrangment, with requried tools, machinary, plants, dial gauges, docmentations and arrangamnets as per IS code 2911 Part IV and directed by EIC. |
| 21 | a) 900mm Dia |
| 22 | Pile Intigrity Test: Conducting non destructive pile intigrity test on working piles to conducted by usung low strain sonic diaganotic system as specified by the EIC. As per IS code 2911 |
| 23 | a) 900mm Dia |
| 24 | b) Exsiting Piles 450mm x 450mm square piles (may varies as per site and paid on actul qty |
| 25 | SECTION - 3 CONSTUCTION OF SUPERSTRCTURE OF THE JETTY |
| 26 | Surface Finishing and Rehabilitation |
| 27 | Surface finishing:Material & labour for existing old concrete pile cap surface with griding machnie and manual chisels and further the surface is cleaned with water jet, again cleaning the surface with blower to remove all loosefine particles present on the surface and expsoing the dowel bars of any dia of min development length of 50D, M&L for raggiling and preparation of rusted surfaces ofsteel reinforcement with metal wire brush for cleaning the surfaces free from loose rust and applying ofrust remover cum passivatorwith brush to the rusted reinforcement, and removing rust as flex after 24 hours of application of rust remover with the help of wire brush / sand paper and thoroughly wash the surfaces with the help of water pressure and allowing the cleaned surfaces completely. (Note: Reinforcement / welded steel wire fabric shall be measured and paid seperately as "supply only rate" under respective items in this schedule). |
| 28 | Application Anti Corrosive (Alkaline): M&L and Application of two coats of alkaline water based rust converting primer as per manufacturer"s method of applicationto exposed reinforcement bar corrosion protection system to old reinforcement of makeby approved manufacturer or E-in-C"s complete all as specified and directed.( Area of cleaned reinforcement steel bar shall only be measured for payment). Spec: Alkaline Rust converting primerin two coats conforming to ASTM-B-117 & ASTM-G-60-86 to exposed existing rebars after removing & cleaning loose rust by wire brush and leave it for 6-8 hours. The rust converter shall have a minimum pH of 7.5 and shall be able to convert both hematite and magnetite forms of rust shall pass 400 alternate immersion cycles in 3.5 % NaCl. |
| 29 | Application Anti Corrosive Epoxy Phenolic: M&L and Application two coats Epoxy /Phenolicanti-corrosive protective coating as per manufacturer"s method of applicationtoreinforcement bar over applied rust converting primer corrosion protection system to existing reinforcement of make by approved manufacturer or E-in- C"s complete all as specified and directed.( Area of cleaned reinforcement steel bar shall only be measured for payment). Spec: Anti-corrosive coating(CSIR/CBRI know how) in 2 coats with time interval of minimum 6 hours. The coating shall have ECorr value of -45 mV against SCE in 3.5 NaCL for 100 hours and electrochemical evaluation of max 0.5 mA /cm2. |
| 30 | Application of Bonding Agent: M&L and Application of single coat of bond agent for new to old concrete Epoxide Resin based agent, apply of epoxy on concrete surface by brush and other tools and tackels, Apply concrte/cememnt plaster/gunite on bonading agent approx 30min. after application under any circumstances within one hour or by approved manufacturer or E-in-C"s complete all as specified and directed. Conforms to ASTM-C-882-87 (Arizona Slant Shear Test) of pot life 30 minutes for 2 lt mix at 25°c. Apply Material & labour applying a coat of high bond strength structural grade bond coat Spec: A coat of structural grade epoxy bond coat having excellent water and alkali resistance and has long tack free time of more than 120 minutes by brush conforming to ASTM-C-882-87 to the prepared concrete surface to be repaired / strengthened. This is applied prior to the application of polymer repair mortar / epoxy mortar / Micro concrete to have monolithic action between old concrete surface and new concrete surface. |
| 31 | Anchore Holes: M&L for providing Anchoring holes by drilling 30 mm dia holes up to depth of 175mm in concrete surfaces and fixing Max 25 mm diaTMT bars anchor rods as additinal reniforcement by using epoxy putty chemical manufactured by any other approved manufacturer of E-in-C"s branch (Mixofbase and hardener of the epoxy )in defective concrete area ofthe slab / column / beams etcor any other structural member as per site requirement after cleaning the drilled hole by using drilling machine and after dryingclean the surface with blower to remove all loose &fine particles present in the hole.The Mix of base and hardener of the epoxy resin shall be prepared by thorough mixing of base & hardener by the help of spatula. After preparing the mix the holes shall be filledto a minimum depth of 1/3rd of the hole with the prepared epoxy resin and the reinforced bar shall be inserted to full depth of hole and extra length of the reinforcement bar shall be bent into the concrete to maintain proper cover to the reinforcement complete. |
| 32 | Micro Concreting: M&Lcement based Micro-concrete of compresive strength40 Mpa at 28 days, manufactured by construction chemicals manufacturer by approved manufacturer of E-in-C"s branch including necessary form work with steel jack systemand steel propsto support the form work for palcing& holding of micro concrete as required at site complete all as specified and directed (Note :- 1. Cement based Micro-concrete shall be of pre packed single component, chloride free, sulphate free, non shrink, free flow, self compacting, ready to use after mixing water in specified proportion of approved quality.to achivehigh strength, dual shrinkage, compensated. 2, Micro concrete shall be used when thickness of reapir workis within 50 mm to 200 mm. 3 . Form work shall beprovided for palcingmicro concrete patch reapir as required at sitewith steel jack sysytemand steel propsto support the form work. 4 cost of Form work is included in the quoted rates) Spec: Free flow, shrinkage compensated, high strength traversing type corroion inhibiting micro concrete wherever required over bonding coat having , compressive strength of min. 40 MPa as per ASTM-C- 579 and flexural strength of min. 6MPa as per ASTM-C- 348 for confining the concrete elements. |
| 33 | Shuttering: Supply, Unloading at site, Storing, Taking delivery from Stores, Shifting to site, provide Wrot shuttering for insitu concrete work in true to line, level and size, free from surface irregularities and other defects. The form work shall be close fitting to prevent the loss of cement paste from the concrete and adequately propped, braced and framed to prevent deformation under weight and pressure of wet concrete, constructional loads, wind, vibrations and other forces. All form work shall be cleaned and coated with approved proprietary mould oil before use; care shall be taken to keep all reinforcement away from contact with such oil. Stagging, Working Platforma and Pantoon: Providing and Supply of jack system or CT prop and MS frame for of spacefied material and approved E-in-C"s. |
| 34 | Construction of Super Structure of Jetty - On Old Piles |
| 35 | RCC: Supply, Unloading at site, Storing, Taking delivery from Stores, Shifting to site of Cement, Aggregate & Sand etc. for providing , mixing and placing RCC of Grade M-35 garde for Short Column, Deck Beams, Deck Slabs, Pile Cap, Capping beams and pedestals with ordinary Portland cement using 20 mm and down size graded crushed aggregateincluding, machine mixing, compacting by vibrators, curing , hacking the surface to receive plaster etc. complete and as directed by EIC. Concrete shall conform to relevant specifications of IS 456Latest Edition. |
| 36 | Reinforcment: Supply, Unloading at site, Storing, Taking delivery from Stores, Shifting to site, Cut, bend and fix in position “High Yield Strength Deformed” reinforcements of grade Fe 500D with double coated anti corosssive bars or CRS Bars this including strengthening, welding, with aprroved electrods, binding wires etc with all labour and materials complete as per drawing, standard specification and as directed by EIC. for following items. No wastage taken into account. |
| 37 | Shuttering: Supply, Unloading at site, Storing, Taking delivery from Stores, Shifting to site, provide Wrot shuttering for insitu concrete work in true to line, level and size, free from surface irregularities and other defects. The form work shall be close fitting to prevent the loss of cement paste from the concrete and adequately propped, braced and framed to prevent deformation under weight and pressure of wet concrete, constructional loads, wind, vibrations and other forces. All form work shall be cleaned and coated with approved proprietary mould oil before use; care shall be taken to keep all reinforcement away from contact with such oil. Stagging, Working Platforma and Pantoon: Providing and Supply of jack system or CT prop and MS frame for of spacefied material and approved E-in-C"s. |
| 38 | Concrete Screed: Concrete Screed: Prepare and place concrete screed (1:1:2) 1 cement: 1 coarse sand: 2 aggregate on floor slabs in lines and levelsproviding formwork if required,compacting by hand ramming , curing etc complete. |
| 39 | Application of Protective Coat: M&L forproviding two coats (not less than 150 micron ( dry film) per coat) of carbonation resistant film chemical by any approved manufacturer of E-in-C"s branchof 150 microns complete all as specified and as directed. |
| 40 | Construction of Super Structure of Jetty - On New Piles |
| 41 | RCC: Supply, Unloading at site, Storing, Taking delivery from Stores, Shifting to site of Cement, Aggregate & Sand etc. for providing , mixing and placing RCC of Grade M-35 garde for Deck Beams, Deck Slabs, Pile Cap, Capping beams and pedestals with ordinary Portland cement using 20 mm and down size graded crushed aggregateincluding, machine mixing, compacting by vibrators, curing , hacking the surface to receive plaster etc. complete and as directed by EIC.Concrete shall conform to relevant specifications of IS 456Latest Edition. |
| 42 | Reinforcment: Supply, Unloading at site, Storing, Taking delivery from Stores, Shifting to site, Cut, bend and fix in position “High Yield Strength Deformed” reinforcements of grade Fe 500D with double coated anti corosssive bars or CRS Bars this including strengthening, welding, with aprroved electrods, binding wires etc with all labour and materials complete as per drawing, standard specification and as directed by EIC. for following items. No wastage taken into account. |
| 43 | Shuttering: Supply, Unloading at site, Storing, Taking delivery from Stores, Shifting to site, provide Wrot shuttering for insitu concrete work in true to line, level and size, free from surface irregularities and other defects. The form work shall be close fitting to prevent the loss of cement paste from the concrete and adequately propped, braced and framed to prevent deformation under weight and pressure of wet concrete, constructional loads, wind, vibrations and other forces. All form work shall be cleaned and coated with approved proprietary mould oil before use; care shall be taken to keep all reinforcement away from contact with such oil. Stagging, Working Platforma and Pantoon: Providing and Supply of jack system or CT prop and MS frame for of spacefied material and approved E-in-C"s. |
| 44 | SECTION - 4 MISCELLAMEOUS WORKS |
| 45 | Protective Cover For D-Wall and Ground Improvement at Approch of jetty |
| 46 | Guniting - Wet Proccess: M&L for 40 mm thick gunniting by chemical mortar prepared by approved manufacturer of E-in-C"s branchmixed with 6 mm down graded crushed stone aggregateon prepared concrete surfaces complete all as per manufacture"s instruction & as directed..( Note :- 25 kg Renderoc DS40 mixed with 12.5 kg of 6 mm downgraded crushed stone aggregate shall be mixed) or by approved manufacturer or E-in-C"s complete all as specified and directed. Spec: Dosage of 500 grams per cement bag & adding 100% polypropylene fibre Krifib at a dosage of 125 grams per bag of cement for internal and external plastering application. These additives are to be used for improving workability, impermeability, cohesion of mortar, reducing rebound loss and crack resistant properties of mortar. |
| 47 | Guniting - Wet Proccess: M&L for 20 mm thick gunniting by chemical mortar prepared by approved manufacturer of E-in-C"s branchmixed with 6 mm down graded crushed stone aggregateon prepared concrete surfaces complete all as per manufacture"s instruction & as directed..( Note :- 25 kg Renderoc DS40 mixed with 12.5 kg of 6 mm downgraded crushed stone aggregate shall be mixed) or by approved manufacturer or E-in-C"s complete all as specified and directed. Spec: Dosage of 500 grams per cement bag & adding 100% polypropylene fibre Krifib at a dosage of 125 grams per bag of cement for internal and external plastering application. These additives are to be used for improving workability, impermeability, cohesion of mortar, reducing rebound loss and crack resistant properties of mortar. |
| 48 | Welded Wire Mesh: Supply and Fixing of only welded steel wire fabric mesh achored to concrete surface exc 3 Kg / Sqm not exceeding 4 Kg/Sqm complete all as per manufacture"s instruction &as directed.. |
| 49 | Ground Improvement - at Jetty Approch |
| 50 | suitable sizefor Injection grouting for structural cracks withlow viscous epoxy resin grouting chemical by approved manufacturer or E-in-C"s branch and grouting by injecting the chemical byusing an electrically operated pressure grouting machines until the nipple refuses the grout or the grout comes out from a nearby nipples and after grouting, all the nipples shall be cut and the surface shall be finished to match the nearly surface complete all as per manufacturer"s instruction and as directed. (Note :- 1. Work shall be executed as per manufacturer"s instruction.2. The chemicals are available in two components - base and the hardener. The components of a pack shall be mixed at a time by mechanical meansusing a slow speed heavy duty drilling machine fixed with mixing paddles. Part mixing of a pack is not accepted. This cost inclued with supply of grounting chemical of shall be low viscosity epoxy based Spec: Low viscosity epoxy grouthaving viscosity less than 200 cps into concrete at 150mm to 300 mm centre to centre through electrically operated pressure grouting machines & nylon nipples of 12 mm dia fixed into 14 mm dia drilled holes at 4-7 kg /cm2 pressure and heavy flexural strength of 110-130 kg / cm2 & bond strength of 80-100 kg / cm2. Grouting to be done in cracks till the nozzle refuses to accept the grout or it flows from the adjacent nozzle and removing the nipples & sealing it with non-shrink epoxy putty. |
| 51 | SECTION - 5 Jetty Fixtures, Rail, Protection and Expansion Joints |
| 52 | Jetty Fixtures |
| 53 | RAIL FIXING : Supply &Unloading at site, Storing, Taking delivery from Stores, Shifting to site, Fabricate and install in position, according to the Drawings and as directed by the Engineer, rail & fixing accessories as under |
| 54 | CR-52 rail including cutting and drilling. |
| 55 | M.S. base plate as per GFC Drawings |
| 56 | M.S. clamp plate as per GFC Drawings |
| 57 | Galvanisedsteel fishplates at rail jointsincluding4 nos. 12 mm dia bolts, nuts and washers, etc. complete. |
| 58 | EXPANSION JOINTS : Supply & Unloading at site, Storing, Taking delivery from Stores, Shifting to site and fixing in position of according to the Drawings and Specification, expansion joint material including making necessary constructional details to form expansion joint in. Scope to include for expansion joint material from Approved manufacturer, chemical an-chors, polymer modified concrete, sealants, epoxy mortar nosings, etc. all complete.Scope to also incldue to include for Bitumen Impregnated Filler Board, forming of Sealing Slot, Polyethylene Bond breaker and sealing the joint with Polysulphide Rubber Sealing compound as per the specification. Steel angle nosing and steel plates as required shall be in the Scope of Contractor |
| 59 | LADDERS : Supply & Unloading at site, Storing, Taking delivery from Stores, Shifting to site, plcing/installing galvanised steel ladders including plate, rungs, angle supports, etc. all complete as per drawing. Stainless steel sleeves embedded in concrete. |
| 60 | WOODEN FENDERS: M&L fixing of wood fenders to the face of the jetty with proper fixing method with galavanized MS bolts washers and nuts. Size 250x1000 |
| 61 | SECTION - 6 Service Trenchs |
| 62 | RCC: S Supply, Unloading at site, Storing, Taking delivery from Stores, Shifting to site of Cement, Aggregate & Sand etc. for providing , mixing and placing RCC of Grade M-35 with ordinary Portland cement using 20 mm and down size graded crushed aggregate including, machine mixing, compacting by vibrators, curing , hacking the surface to receive plaster etc. complete.Concrete shall conform to relevant specifications of IS 456Latest Edition. |
| 63 | Reinforcment: Supply, Unloading at site, Storing, Taking delivery from Stores, Shifting to site, Cut, bend and fix in position “High Yield Strength Deformed” reinforcements of grade Fe 500D with double coated anti corosssive bars or CRS Bars this including strengthening, welding, with aprroved electrods, binding wires etc with all labour and materials complete as per drawing, standard specification and as directed by EIC. for following items. No wastage taken into account. |
| 64 | Shuttering: Supply, Unloading at site, Storing, Taking delivery from Stores, Shifting to site, provide Wrot shuttering for insitu concrete work in true to line, level and size, free from surface irregularities and other defects. The form work shall be close fitting to prevent the loss of cement paste from the concrete and adequately propped, braced and framed to prevent deformation under weight and pressure of wet concrete, constructional loads, wind, vibrations and other forces. All form work shall be cleaned and coated with approved proprietary mould oil before use; care shall be taken to keep all reinforcement away from contact with such oil. |
| 65 | SECTION - 7 Jetty Inserts and Finishings |
| 66 | Jetty Inserts, Service Trench and OEM"s |
| 67 | Steel Insert and Jetty Fixers: Steel Inserts / Embedded Part in Concrete: Supply, fabricate and fix in position various steel inserts/embedded parts (excluding bolts which will be paid under separate item) in insitu in accordance with the Drawings and as directed by the Engineer / Site incharge. Rate to include for galvanising (30 micron thk) all roundand painting of exposed surfaces. (Supply of all the material required to complete the work in contractor"s scope.) |
| 68 | Bolts, Nuts & Washer: Supply, fabricate and fix in position as shown on the Drawings or as directed by the Engineer bolts of various sizes in insitu concrete (Rate to include for nuts and washers, etc. all complete together with sheradizing / galvanizing of bolts, nuts & washers with 10 microns thick zinc coating). (Supply of all the material required to complete the work in contractor"s scope.) |
| 69 | Mild Steel : Supply &Unloading at site, Storing, Taking delivery from Stores, Shifting to site, Fabricate and fix in position various steel nosings, inserts/embedded parts to the edge of the jetty for reducing damage in mooring ropesthe Drawings and as directed by the Engineer. Scope to include for galvanising (30 micron thk) all roundand painting of exposed surfaces. |
| 70 | Supply of Fenders and Bollards |
| 71 | Bollards: Supply of Bollards as per specifcication, Unloading at site, Storing, Taking delivery from Stores, Shifting to site and fixing in position Cast Iron Bollards of working load capacity 60 T, including galvanized holding down bolts, nuts, washers, and painting as recommended as per GFC drawings. Note: Contactor should assess the existing bollards through any one of the full member of IACS or compitative authority by inspector of factories by Govt. of A.P. If the bollards are in good condition, replacment of bollards are not requried only foundation need to be reconstructed and the exsisting bollards to be recommended. |
| 72 | Marine Fenders : Supply of fenders as per specifcication, Unloading at site, Storing, Taking delivery from Stores, Shifting to site and fixing of Super cell type SCN 1400 Fenders including all supporting accessories neccesary for Fender installation as per GFC drawings |
| 73 | Section - 9 Supply, Fabrication, Installation, Testing and Commissioning of Jetty Gas pipes Lines, Electrical, Mechanical Sevices and other Fittings |
| 74 | Mechanical Services |
| 75 | Sea Water Fire fighting Supply, Removel,Fabrication,Installation,Testing and Commissioning of ASTM A 106 Gr B seamless black pipe with hot dip galvanized (100microns)Sch 80 Pipes of 168.3mm OD X 11.0mm Thick, Including Hydrant valves, control valves, Pressure gauges, Pipe supports etc. |
| 76 | Sea Water Fire fighting Sea Water Centrifugal Pumps of capacity 280 TPH @ 100 mtrs Head |
| 77 | LP Air Supply, Removel,Fabrication,Installation,Testing and Commissioning of ASTM A 106 Gr B seamless black pipe with hot dip galvanized (100microns) Sch 40 Pipes of 141.3 mm OD X 9.5 mm Thick, Including isolating valves, control valves, Pressure gauges, Pipe supports etc. |
| 78 | Industrial Gas Supply, Removel,Fabrication,Installation,Testing and Commissioning of ASTM A 106 Gr B seamless black pipe with hot dip galvanized (100microns) Sch 80 Pipes of 60.3 mm OD X 5.5 mm Thick, Including isolating valves, control valves, Pressure gauges, Pipe supports, Flow meters, Flashback arrestors etc. |
| 79 | Fresh Water Pipe lines Supply, Removal, Fabrication, Installation, Testing and Commissioning of ASTM A53 Gr B seamless pipe with hot dip galvanized (100microns) Sch 40 Pipes of 114.3 mm OD X 6.02 mm WT, Including isolating valves, control valves, Pressure gauges, Pipe supports, connecting flanges and with 15 no. Hydrant valve points etc. |
| 80 | Mooring Capstans: Manufacture, Supply, Installation, Setting to Work, Testing & Trials and Commissioning of Electric motor driven Mooring Capstan total numbers as per BOQ with complete with associated auxiliaries for Outfitting Jetty. |
| 81 | Fare Lead: Supply fabrication, transportation and installation of Cast iron Fair lead from a reputed manufacturers as per existing type including anchorage in bolts, Galvanized hot dipped (80 microns). 40 mm dia, fully threaded 1200 mm long, levelling and alignment as indicated in the drawing and as directed by engineer in charge. Manufacturer test certificate shall be provided along with supply and from reputed manufacturers anchor bolts. Third party certification will be ensured during fabrication and installation process. |
| 82 | Roller: Manufacture, Supply, Installation, Setting to Work, Testing & Trials and Commissioning of Cast Iron Marine roller as specified in the drawing total numbers as per BOQ with complete with associated auxiliaries for Outfitting Jetty. |
| 83 | Electrical |
| 84 | LT panel boards for Shore supply: Design, Supply, Installation, Testing and Commissioning of LT panel board IP65, 14 SWG thick MS Sheet, consisting of 400 Amps, 440V AC, 3 Pole MCCB as incomer and 400 Amps copper Bus bar (TPN) with heat shrinking sleeves for connecting outgoing cables, multi-function meters, Digital Voltmeters, Ammeter, Indicating Lamps, HRC Protection fuses (control), CT Coils for measuring & protection equipment all as per technical specifications. It includes necessary civil works. |
| 85 | Welding LT panel boards: Design, Supply, testing & commissioning of 3 way LT of 440V, 3 phase with neutral, 50Hz, AC supply cubical type panel board IP65, 14 SWG thick MS sheet, Panel board consisting of ACB, MCCB etc., copper bus bar (TPN) with heat shrinking sleeves, SMC/DMC fibre glass reinforced bus bar supports, multi-function meters, Digital volt meter, Ammeter, indication lamps, HRC protection fuses (control), CT coils for measuring & protection equipment’s. For thefollowing ACBs, MCCB (All ACBs, MCCB with microprocessor based thermalMagnetic Release Type) (a)Incoming 800A ACB, 4pole 50KA - 1No (b)Copper busbar capacity of 1000A, 3Ph & Neutral (c)Outgoing 630A MCCBs 4pole- 4 Nos (d)Outgoing 200A MCCBs 4pole- 4 Nos All outgoing MCCBs should be provided with copper bus bar for connecting the Min 04 No outgoing cables. |
| 86 | Lighting panel board: Design, Supply, testing and commissioning of LT of 440V, 3 phase with neutral, 50Hz AC supply cubical type panel board IP65 made of 14 SWG thick MS sheet, panel board consisting of MCCB/MCBs, Socket etc., copper TPN bus bar with heat shrinking sleeves, SMC/DMC fibre glass reinforced bus bar supports, multi-function meters, Digital volt meter, indication lamps, HRC protection fuses, CT coils for measuring & protection equipment’s. For the following MCCBs and sockets (All MCCBs with microprocessor thermal Magnetic Release Type) (a)Incoming400A MCCB, 4pole 50KA-1 No (b)Copper busbar capacity of 450A 3Ph & Neutral (c) Out going 200A MCCB"s 4 pole - 4no.s (d)Outgoing 63A MCB 4 pole for control of socket - 6 Nos 5 pin Panel Mount WT socket with Plug Top (as per Legrand cat No.0587 25 and 0587 05) - 6Nos |
| 87 | LT panel boards for Shore supply: Design, Supply, Installation, Testing and Commissioning of LT panel board IP65, 14 SWG thick MS Sheet, consisting of 400 Amps, 440V AC, 3 Pole MCCB as incomer and 400 Amps copper Bus bar (TPN) with heat shrinking sleeves for connecting outgoing cables, multi-function meters, Digital Voltmeters, Ammeter, Indicating Lamps, HRC Protection fuses (control), CT Coils for measuring & protection equipment all as per technical specifications. It includes necessary civil works. |
| 88 | Welding LT panel boards: Design, Supply, testing & commissioning of 3 way LT of 440V, 3 phase with neutral, 50Hz, AC supply cubical type panel board IP65, 14 SWG thick MS sheet, Panel board consisting of ACB, MCCB etc., copper bus bar (TPN) with heat shrinking sleeves, SMC/DMC fibre glass reinforced bus bar supports, multi-function meters, Digital volt meter, Ammeter, indication lamps, HRC protection fuses (control), CT coils for measuring & protection equipment’s. For thefollowing ACBs, MCCB (All ACBs, MCCB with microprocessor based thermalMagnetic Release Type) (a)Incoming 630A ACB, 4pole 50KA - 1No (b)Copper busbar capacity of 450A, 3Ph & Neutral (c)Outgoing 200A MCCBs 4pole- 4 Nos All outgoing MCCBs should be provided with copper bus bar for connecting the Min 04 No outgoing cables. |
| 89 | Lighting panel board: Design, Supply, testing and commissioning of LT of 440V, 3 phase with neutral, 50Hz AC supply cubical type panel board IP65 made of 14 SWG thick MS sheet, panel board consisting of MCCB/MCBs, Socket etc., copper TPN bus bar with heat shrinking sleeves, SMC/DMC fibre glass reinforced bus bar supports, multi-function meters, Digital volt meter, indication lamps, HRC protection fuses, CT coils for measuring & protection equipment’s. For the following MCCBs and sockets (All MCCBs with microprocessor thermal Magnetic Release Type) (d)Incoming200A MCCB, 4pole 50KA-1 No (e)Copper busbar capacity of 450A 3Ph & Neutral (f)Outgoing 63A MCB 4 pole for control of socket - 6 Nos 5 pin Panel Mount WT socket with Plug Top (as per Legrand cat No.0587 25 and 0587 05) - 6Nos |
| 90 | LT panel boards for Shore supply: Design, Supply, Installation, Testing and Commissioning of LT panel board IP65, 14 SWG thick MS Sheet, consisting of 400 Amps, 440V AC, 3 Pole MCCB/Socket type as incomer and 400 Amps copper Bus bar (TPN) with heat shrinking sleeves for connecting outgoing crane supply cables |
| 91 | Supply, Laying , Erection,Testing, of LT Power Cables 3C x 400sqmm Str AL Cond Strip Arm A2XFY |
| 92 | Supply, Laying , Erection,Testing, of LT PowerCables 3C x 300sqmm Str AL Cond Strip Arm A2XFY |
| 93 | Supply, Laying , Erection,Testing, of LT PowerCables 3.5C x 240sqmm Str AL Cond Strip Arm A2XFY |
| 94 | Supply, Laying , Erection,Testing, of LT PowerCables 3.5C x 185sqmm Str AL Cond Strip Arm A2XFY |
| 95 | Supply and Install of LT cable end termination kits. |
| 96 | Earthpits with flats |
| 97 | Slope Protection – Rock Pitching |
| 98 | Providing and laying Murrum/Gravel underneath pitching in slopes complete as per drawing and Technical Specifications Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications. Supplying and fixing in position new guard stones of granite / trap / sand stone / Shahabad roughly dressed, of size 800mm including excavation and filling |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
