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Tender For Civil Structural Architectural Works At Ip And Sv Stations - Telangana For Hassan- Cherlapally Lpg Pipeline (Hcpl)Project -, Multi State-Multi State

Hindustan Petroleum Corporation Limited-HPCL has published Tender For Civil Structural Architectural Works At Ip And Sv Stations - Telangana For Hassan- Cherlapally Lpg Pipeline (Hcpl)Project -. Submission Date for this Tender is 04-02-2020. Garden Tools Tenders in Multi State Multi State. Bidders can get complete Tender details and download the document.




Tender Notice

23170110
Tender For Civil Structural Architectural Works At Ip And Sv Stations - Telangana For Hassan- Cherlapally Lpg Pipeline (Hcpl)Project -
Open Tender
Indian
Multi State
Multi State
04-02-2020

Tender Details

Tender For Civil Structural Architectural Works At Ip And Sv Stations - Telangana For Hassan- Cherlapally Lpg Pipeline (Hcpl)Project -Demolition of existing structures, walls including foundations, paving, trenches, underground pipes, cables if any etc. as per specification and instruction from engineer in charge, irrespective of its material of construction, height/depth, thickness etc. work shall be carried out in compliance with project specification for demolition work, clearing of debris from demolition site and disposing it to local authority approved location. This is inclusive of machinery, labor, temporary supports, scaffolding and transportation irrespective of distance to disposal point. This also includes back filling with borrowed soil/sand/murum at foundation location where required and all necessary measures to prevent damage to activities / facilities in the adjoining areas during demolition, and transportation as per the requirements of premises & statutory regulations. Complete as per project drawing, specification and as directed by engineer in charge.Note 1 : Rate shall be inclusive of all royalties / obtaining clearance of local authorities required for disposal & borrow area and no extra cost whatsoever than the quoted rates shall be paid by HPCL.Note 2 : Contractor shall select the location for dumping in local authority approved area with documentary proof, Filling With Selected Excavated Approved Quality Earth Available & Stacked Elsewhere Within HPCLS Plant Premises In Land Development And Also Under PCC, backfilling the sides of foundations, sub-structures Or Wherever As Directed By Engineer -In-Charge Including Spreading In Layers Of 200 mm Thick, Watering And Compacting With Vibrator Roller Till Maximum Compaction That Is 95% Modified Proctor Density Is Achieved. Complete In All Respect As Per Tender Specification / Scope Of Work Etc., As Directed By Engineer -In-Charge, Complete In All Respect As Per Tender Specification/Scope Of Work Etc., As Directed By Engineer -In-Charge. Contractor Has To Send The Soil Samples From Site For Testing At HPCL Approved Lab. Degree Of Compaction Of Each Layer Has To Be Tested At Site Using Core Cutting Test. The Rate Quoted By The Contractor Shall Include The Cost Of The Above Tests, Supply and Filling With Selected Excavated Approved Quality Earth Available & Stacked Elsewhere outside HPCLS Plant Premises In Land Development And Also Under PCC Or Wherever As Directed By Engineer -In-Charge Including Spreading In Layers Of 200 mm Thick, Watering And Compacting With Vibrator Roller Till Maximum Compaction That Is 95% Modified Proctor Density Is Achieved. Complete In All Respect As Per Tender Specification / Scope Of Work Etc., As Directed By Engineer -In-Charge, Complete In All Respect As Per Tender Specification/Scope Of Work Etc., As Directed By Engineer -In-Charge. Contractor Has To Send The Soil Samples From Site For Testing At HPCL Approved Lab. Degree Of Compaction Of Each Layer Has To Be Tested At Site Using Core Cutting Test. The Rate Quoted By The Contractor Shall Include The Cost Of The Above Tests, Excavation By Manual Or Mechanised Method Upto 1.5 M Below NGL/FGL Around Foundation, Duct Banks, Culverts And Trenches/Pits In All Types Of Soil Viz. Earth, Sand,Gravel, Clay, Soft & Hard Murum Etc. (Excluding Hard Rock) For Footings, Steps, Plinth Beams, Equipment Foundations, Drains, Trenches, Culverts, Duct Banks, Manholes, Underground Tanks/Pits, site grading Etc Including Shoring Strutting, Dewatering Where Required (Until Foundation Work Is Complete). Item Also Includes Carting Of Surplus Excavated Earth, Stacking,Spreading, Levelling And Compacting/Consolidating Surplus Materials Within HPCLS Premises Or Outside At An Approved Place For All Leads As Per Instructions Of Engineer In Charge (Rate Includes Removal Of Any Vegetation, Small Shrubs, trees Etc. Having Girth Of 300 mm Or Less). Complete As Per Project Drawings, Specifications And As Directed By Engineer In ChargeNote 1: Top Soil To Be Cleared Of Shrubs Grass, tress less than 30 cm girth Etc Including Roots And 150 mm Top Soil To Be Stored Separately Within HPCLS Premises Or Outside For All Leads And To Be Used For Micrograding As Required.Note 2 : The quoted rate shall include clearing & disposal of all Vegetation stumps, bushes, logs and other perishable and objectionable organic materials. It also covers clearing and disposal of jungle including uprooting rank vegetation, grass, brush wood, trees and saplings of girth upto 30cm, removal of all rubbish and disposal of the same.Note 3 : Rate Shall Be Inclusive Of All Royalties / Obtaining Clearance Of Local Authoraties For Disposal & Borrow Area, No Extra Cost Whatsoever Than The Quoted Rates Shall Be Paid.Note 4 : Rate Shall Be Inclusive Of Test Pits Required To Locate Existing Under Ground Utilities In The Excavation Area As Per The Engineer Incharge InstructionsNote 5 : Contractor Shall Select The Location For Dumping In Local Authority Approved Area With Documentary Proof.Note 6 : Rate Shall Be Inclusive Of Cut And Fill Slope As Per Project Specification Required At Site During Excavation However Excavated Volume As Per Approved Drawing (Foundation/Structure Size) Shall Only Be Considered For Measurement, For M15 Grade Concrete With 20 mm Max Size & Down Graded Aggregate For Coping, Sill, Base Of Brick Wall Foundation, Concrete Block For Fence Etc.The Rates For All Items Covered In This Section Shall Include Cost Of Dewatering, If Required Till Completion Of Works Upto Ground Level And Champhers In Concrete Works Shall Be Provided Wherever Required. Rate Of Concrete Work Shall Be Inclusive Of Materials Such As Cement, Sand, Aggregates, Water, Admixtures, Manpower, Machinery, Consumables, Etc. PCC - Providing & Laying Plain Cement Concrete Conforming To IS:456-2000, Using Specified Graded Coarse Aggregate Of Approved Quality At Various Locations etc. Including Machine Mixing / RMC, Shuttering, Consolidating With Rammers/ Vibrators & Curing Etc. Complete As Directed And Instructed By Engineer In Charge, For M25 Grade Concrete Without Water Proofing Admixtures For Above Ground Works For Columns, Beams, Slabs, Canopy, Chajja, Wall, Encasing Of Pipes Etc ..RCC - Providing & Laying In Position Controlled Grade Reinforced Cement Concrete Conforming To IS:456-2000, With Design Mix Of Required Grade At All Locations And Levels Using 20 mm And Down Size Graded Aggregates In All Types Of Works [Including Leaving Pockets, Placing Of Conduits, Making Openings, Inserts/ Sleeves In Columns/ Beams/ Slabs Etc.] ,Shuttering, All Construction, Isolation, Expansion Joints, Testing, Curing, Using Admixtures As Required, Lifting, Placing, Machine Vibrating, Tamping, Curing Etc. As Specified, Complete As Per Drawings & / Or As Directed By Engineer In Charge.Ready Mix Concrete Shall Be Used By Contractor With Concrete Having Required Quality At No Extra Cost. Note: (1) The Rate Also Includes Cost Of Providing Offsets, Groove, Cutouts, Curved & Straight Formwork, Construction Joints, Expansion Joint, Making Holes In Or Cutting Formwork For Taking Out Dowel Bars, Hacking The Exposed Surfaces To Receive Plaster As Necessary. (2) Rate Of Supply And Fixing Reinforcement Steel And Any Other Embedded Items Shall Be Measured And Paid Seperately, HYSD Conforming To IS:1786 Of Grade Fe500D . Providing , Laying & Fixing In Position Reinforcement As Per Drawings. Locations & Levels Including Bar Bending Schedules & Obtaining Their Approval, Cutting, Bending & Binding With 16 Or 18 Gauge Annealed Wire Conforming To IS 280 Incl. Placing Proper Concrete Cover Blocks, Chair Supports Etc Complete As Specified And Directed By Engineer In Charge, Providing And Fixing Hydrophilic Water Sealing Materials (20 mm X 10 mm) Of Assorted Profiles Of Approved Make At Construction Joints At Different Locations During The Construction Of Basement Raft Rcc And Peripheral RCC Retaining Wall, Construction Joints And At Other Water Retaining Structures Like UG And OH Tanks Including Creating Necessary Nominal Trapezoidal Key Shape In The Formwork Finish Or By MasonS Finish, Including Applying Suitable Adhesives And Sealants As Per Particular Specification And As Recommended, Supplied By The Approved Manufacturer For Proper And Highly Secure Bonding With Substrate, Rough / Smooth And Wet / Dry, Proper Splicing And Jointing At Corners, T, L And X Junctions Using Suitable Glue, At All Such Locations, And As Directed By Engineer In Charge, BRICKWORK (BG), Providing And Constructing Random Rubble Stone Masonry In Cm 1:4 above and below FGL/NGL, Raking The Joints To 1cm Deep, And Also Flush/Raised Pointing With 1:3 Cement Mortar , Scaffolding, Soaking Of Stones Prior To Use Curing And Providing Key Stones Etc. As Per Instructions Of Engineer-In-Charge. No Separate Rate Shall Be Paid For Flush/ Raised Pointing (Flush Pointing Shall Be Done Till Ground Level Only And Above This Raised Pointing Shall Be Done), Providing And Fixing Uv Resistant Selffit Upvc 160 Dia Pipes Of Approved Make For Rainwater Downtakes Confirming To Is 13592:2013 Type A Suitable For 4Kg/Sqcm Pressure Including Rain Water Receiving Recess With Pvc Plug Bend Necessary Fittings Such As Offsets Shoes, Fixing The Pipes On Wall With Clips Filling The Joints With Solvent/Cement And Necessary Scafolding Etc. Complete As Directed By Engineer In Charge. Rate Shall Be Inclusive Of Such Specials Measured On Linear Basis, Providing And Fixing Heat Resistant Terrace Tiles (300 mm X 300 mm X 10 mm) With Sri (Solar Refractive Index ) > 84, Laid On 20 mm Thick Cement Sand Mortar In The Ratio Of 1:4 (1 Cement : 4 Coarse Sand) And Grouting The Joints With Mix Of White Cement & Marble Powder In Ratio Of 1:1, Including Providing Skirting Upto 150 mm Height Along The Parapet Walls In The Same Manner, Complete As Per Project Specification, Drawing And As Directed By Engineer In Charge. Attic Stock Of 2% Of Tiles To Be Handed Over To The Client Post Completion Of Entire Flooring Works. (Rate For Tiles To Be Handed Over Should Be Included Within Quoted Rates), Providing And Laying Polyurathane Water-Proofing Including Preparation Of Surface, Prime Coat, Finish Coat , Cement Screed Of 1:2:4 Laid To 1:100 Slope With Minimum Thickness Of 50 mm, Providing Vatta At The Junction Of Wall And Water-Proofing, Testing For Leakage Etc. Complete As Per Drawings And Specifications. 1. Waterproofed Surface Shall Be Tested For The Leakages As Per IS 3370 And Specifications.2. The Rate Includes Testing And Giving 10 Year Guarantee For Waterproofing, Providing And Fixing Barbed Wire and concertina coil With Angle Post : The Galvanized Steel Barbed Wire Shall Be, A-1 Conforming To Is:278. Galvanized Steel Barbed Wire Shall Be Tied To The Structural Post With Welded Ms Nibs Or With G.I. Wire Through Holes In The Post Including Its Accessories. Work Includes installation of Posts, Fixing Of Barbed Wire With Angle Post, laying of concertina coil along the length Etc All Complete As Per Project Specification And Standard Drawing (15963-000-CI-DST- 0007). The Angle Posts Shall Be Painted As Per Structural Steel Painting Specification. (Note: Price To Be Given In Per Meter Length Of Barbed Wire Fence), Supply & Installation Of Gates : Supplying, Fabricating And Erecting M.S. Gates Of Approved Pattern Out Of M.S. Angle, Flats & Pipes Etc.(As Per HPCL Design) Including Necessary Welding, Hold Fasts, Hinges, Locking Arrangements, Guide Posts For Gates Etc. Complete As Per Instructions Of Engineer In Charge. Plate With Small Window To Peep Through, And Painting (As Per Specification Structural Steel Painting - 15963-000-ST-SPC-0002) To Be Included In This Rate. (Measurement Shall Be Outer To Outer Gate Post To Post And Top Rail To Bottom Rail Of Gate). Rate Shall Include Cost Of Locks, Providing And Fixing Chlorinated Polyvinyl Chloride (CPVC) Pipes Of 15 mm Nominal Outer Dia Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All CPVC Plain, Bends & Brass Threaded Fittings, Including Fixing The Pipe With Clamps As Required. This Includes Jointing Of Pipes, Fittings With One Step CPVC Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testing Of Joints Complete As Per Direction Of Engineer In Charge; Concealed In Wall : Work, Including Cutting Chases And Making Good The Walls Etc., Providing And Fixing Chlorinated Polyvinyl Chloride (CPVC) Pipes Of 25 mm Nominal Outer Dia Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All CPVC Plain, Bends & Brass Threaded Fittings, Including Fixing The Pipe With Clamps As Required. This Includes Jointing Of Pipes, Fittings With One Step CPVC Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testing Of Joints Complete As Per Direction Of Engineer In Charge; Concealed In Wall : Work, Including Cutting Chases And Making Good The Walls Etc, Supply And Laying 450 mm Dia Reinforced Concrete Heavy Duty Pipes Conforming To Class NP3 ( As Per IS 458), Non Pressure Pipes with collars including cutting out pockets for collars, jointing in 1:1 cement mortar, cutting of pipes wherever required, curing and testing of joints ,excavation, Drilling/Chipping, Laying Of Pipe, Encasement Of Pipe As Required, Joints In Pipe , Back Filling Where Required Etc, Providing And Laying Approved Quality Of Moorum Available & Stacked Elsewhere Outside HPCLS Plant Premises Filling In Subgrade With Min 8% CBR Value Laid In Layers Of 250 mm Each & Compacted To Not Less Than 97% Of Maximum Dry Density As Per IS 2720 Part Viii, Providing and laying borewell of dia 150mm having depth of up to recommendation of hydrological survey or maximum up to 200mtr including boring, upvc casing pipe, strainer, submersible pump & starter panel (which includes MCCB, Contactor, thermal overload relay with external reset PB on font facia of the starter, start &stop push buttons, LED cluster type indication lamps (Power supply ON, Pump ON, Pump Pump Trip etc.) of appropriate capacity along with necessary GI pipes and junction box, other necessary installations, etc. all works complete. Rate to include for cabling till nearest power point(local Junction Box)and necessary approvals from local bodies for operation of borewell. Rate to include hydrological survey for identification of borewell location for water availability. Minimum three points to be identified as per hydrological survey within the plant premises and payment shall be made for successful borewell (dig out of three) only with minimum yield of 2KL/HrNote : 1. The minimum length of cabling included in this item shall be considered as = depth of borewell + 10m. Cabling length above the minimum requirement mentioned in point 1., shall be paid separately. This motor cable shall be connected to local weather proof, IP55 Junction box with canopy mountedc on MS stand locally.2. The motor shall be single phase(240V AC) for all stations, Supply, assembly, painting, quality assurance and quality control, inspection, documentation, Certification (As Applicable), shipment, installation, testing and commissioning at site of Exhaust Fans complete with 1. Wall mounted Axial Flow Fan.2. Fresh air Louvers and Back draft dampers with bird screen3. On/ Off switch (near individual fans)4. Other accessories not listed herewith but considered necessary for safe and smooth operation of the complete exhaust system shall be included by the contractor in his scope.Toilet for Electrical RoomAir Vol. = 30 L/S (Qty mentioned is 1 working fan for each location), Installation, testing and pre-commissioning, commissioning of Utility Water Transfer Pumps with all accessories as per approved drawings, layouts, specifications, installation drawings, datasheets, vendor list etc. Including any additional material as per actual site requirement and/ or instructions of site-in-charge etc. So as to ensure the completeness of installation work under supervision of OEM. For this Utility Water Transfer Pumps, CONTRACTOR shall be responsible for receiving of material at owners yard with all arrangement of equipment and manpower for unloading, material handling and stacking. Further loading, unloading, unpacking, transporting equipment / accessories from storage point or any other location within the project site, alignment, assembling of various shipped sections / loose items, erection at all elevations, alignment, leveling, verticality checking, application of non-shrink grouting, tightening of bolts & other associated work (including chipping of concrete, as required and making good) and testing and commissioning under the supervision of OEM representative / HPCL / WP. Rate shall also include all hardware required for installation and foundation bolts (as per various installation standards / good engineering practices), alignment including required precision tools and tackles along with millwright fitter and required manpower, grouting, testing & commissioning as per site testing format, minor modifications as required including preparing final as built documentations, stenciling with paint of approved paint shade (as per site in charge / WP / HPCL engineer) on various places / tag plates with relevant identification like tag number / of equipment inclusive of touch up of paint (if required), all complete as per the specifications, scope of work and directions of the engineer-in-charge. Note that all dimensions, weights etc. are tentative and shall be finalized during detail engineering based on vendor drawings.Qty mentioned is 1 working for each location, Supply, installation, testing and commissioning of 40W, LED, White light gate light luminaire, outdoor type, round/square, suitable for gate post mouning complete with white light LED lamps, housing, reflectors, drivers, GI Post of diameter suitable luminaire diameter etc. and all other accessories as required at site for gate lights. The Lumens output of the fixture shall be min. 4000 lumens and CROMPTON make, model type: LPTO-40-CDL or any other equivalent model and makeSupply of above material with all accessories as per approved drawings, layouts, specifications, datasheets, approved vendor list etc. including the transportation upto the site/yard, unloading, storage at site and including supply of installation material as per installation details with any additional material as per actual site requirement and/or instructions of site-in-charge etc. so as to ensure the completeness of installation work. CONTRACTOR shall be responsible for selection and supply of exactly suitable material as per the layouts, datasheets, specifications and actual site conditions for safe and standard installation. Note that the quantities are tentative and shall be supplied based on IFC (Issued for Construction) documents and actual site requirements.Receiving, handling, loading, unloading, unpacking, transporting equipment / accessories from storage point or any other location within the project site, alignment, assembling of various parts, inter-connections, grouting of fixing bolts & other associated work (including cutout in the false ceiling, chipping of concrete, making it good etc.) and Installation, testing and commissioning under the supervision of HPCL / WP of above lighting and small power equipment. Rate shall include mounting of fixture along with its accessories like chokes, condensers, reflectors, control gear boxes and lamps, checking of internal wiring. All consumables such as ball and socket, hanger rods, lugs, glands, GI chains, hardwares like GI threaded rods,spring nuts, anchor-fasteners, GI nut & Bolts etc. are in the scope of the contractor. Contractor shall consider all associated work as indicated in respective installation standard drawings, scope of work and as per the directions of the Engineer-in-charge, Supply, installation, testing and commissioning of 415 V, TPN, Single front, wall mount, Industrial type, 9 ways (each of 240V, 1ph, 50Hz) indoor lighting and small power distribution board for Electrical/Telecom room consisting of 1 no. 32A, 10kA, 4P MCB+ELCB 100mA as incomer with 7 nos. 16A, 10kA SPN MCB and 2nos. 16A, 10kA DP MCB(for battery room) as outgoing feeders. Cable sizes to be confirmed during detail engineering.Supply of above material with all accessories as per approved drawings, layouts, specifications, datasheets, approved vendor list etc. including the transportation upto the site/yard, unloading, storage at site and including supply of installation material as per installation details with any additional material as per actual site requirement and/or instructions of site-in-charge etc. so as to ensure the completeness of installation work. CONTRACTOR shall be responsible for selection and supply of exactly suitable material as per the layouts, datasheets, specifications and actual site conditions for safe and standard installation. Note that the quantities are tentative and shall be supplied based on IFC (Issued for Construction) documents and actual site requirements. Receiving, handling, loading, unloading, unpacking, transporting equipment / accessories from storage point or any other location within the project site, alignment, assembling,inter-panel wiring, grouting of panel fixing bolts & other associated work (including chipping of concrete (as required) and making good) and Installation, testing and commissioning under the supervision of suppliers commissioning engineer / HPCL / WP (including loop checking of various modules / inter-panel loop checking / field loop checking) of following distribution boards. Rate shall also include all hardware required for installation and foundation bolts (as per various installation standards / good engineering practices), testing & commissioning as per site testing format, minor modifications as required in the control schematic including preparing final as built documentations, stenciling with epoxy paint of approved paint shade (as per site in charge / WP / HPCL engineer) on various / all modules / panels with relevant indentification like Tag Number / of equipment inclusive of touch up of paint (if required), all complete as per the specifications,scope of work and directions of the Engineer-in- Charge. Note that all dimensions, weights etc. are tentative and shall be finalised during detail engineering based on vendor drawings, Supply, installation, testing, commissioning of Cabling with 3C x 2.5 sq mm 2XWY (1100V) cable (for building periphery and battery room lighting). Rate shall include supply and installation of cables, JBs, holding clamps, glands etc.Receiving, handling, loading, unloading, unpacking, transporting from storage point or any other location within the project site, laying, glanding, lugging, termination, testing & commisioning of lighting cables of above sizes as per specification and datasheets inclusive of all consumables such as clamps for cleating of cables on surface, hardware etc., including the cost of all labours, material, equipment etc. complete as per approved drawings, specifications of this tender and directions of engineer-in-charge. Job includes supply and installation of Industrial/flameproof glands as required with all accessories as required at site. Job includes supply and installation of Industrial type reducers and/or adapters as required at site. Job includes supply and installation of Crimping type Tinned copper/Aluminium, insulated, Pin type/Ring type lugs/heavy duty tubular/long barrel type tubular lugs for bolted connection as required at site, Supply, installation, testing, commissioning of 3C x 6 sq mm, 2XWY,1.1kV, FRLS Cable from borewell starter panel to junction box near borewell.Receiving, handling, loading, unloading, unpacking, transporting from storage point or any other location within the project site, laying, termination, testing & commisioning of copper conductor, XLPE insulated, extruded PVC inner sheathed, PVC outer sheath and G.I. armoured power cables of above size as per specification including supply & spreading of approved fine river sand in cable trenches, approved second class bricks of 75mm thickness in cable trenches for cable protection laid lengthwise inclusive of all consumables such as clamps including trefoil clamps at every 3 meters for 1C cables, cable tags (cable tags at every 30m and on bents), hardware, trefoil clamps etc. including supply and installation of cable markers for underground cable routes (including transportation upto Site/Yard, unloading & storage at site), including excavataion of soil up to the required depth, installation of cables, back filling and compacting of soil and disposing the excess soil etc. including supply and installation of suitable GI pipes from buried trench to the equipment as per installation details and IFC layouts including supply and installation of crimping type tinned copper/Aluminium, Pin type/Ring type lugs/heavy duty tubular/long barrel type tubular lugs, bi-metallic washers(wherever different material of contact) for all cable sizes as mentioned below and as required at site (including transportation upto Site/Yard, unloading & storage at site) including the cost of all labours, material, equipment etc. complete as per approved drawings, specifications of this tender and directions of engineer-in-charge, Supply and Filling With Selected Excavated Approved Quality Earth Available & Stacked Elsewhere outside HPCLS Plant Premises In Land Development And Also Under PCC Or Wherever As Directed By Engineer -In-Charge Including Spreading In Layers Of 200 mm Thick, Watering And Compacting With Vibrator Roller Till Maximum Compaction That Is 95% Modified Proctor Density Is Achieved. Complete In All Respect As Per Tender Specification / Scope Of Work Etc., As Directed By Engineer -In-Charge, Complete In All Respect As Per Tender Specification/Scope Of Work Etc., As Directed By Engineer -In-Charge. Contractor Has To Send The Soil Samples From Site For Testing At HPCL Approved Lab. Degree Of Compaction Of Each Layer Has To Be Tested At Site Using Core Cutting Test. The Rate Quoted By The Contractor Shall Include The Cost Of The Above Tests, Supply and installation of Horizontal elbow with cover for 100 mm wide Cable Tray GI, 1.5mm thick, perforated cable tray with accessories. Supply of Prefabricated GI erforated cable tray elbow with hot dip galivanised to 610 gms per sq.m. with all accessories like coupler plates, nuts, bolts, covers with clamps etc. including the transportation upto the site/yard, unloading, storage at site and including supply of installation material as per installation details with any additional material as per actual site requirement and/or instructions of site-in-charge etc. so as to ensure the completeness of installation work. Note that the quantities are tentative and shall be supplied based on IFC (Issued for Construction) documents and actual site requirements by Contractor. Actual billing shall be done only on permanantely installed quantities and not on supplied quantities. Any balance material supplied by Contractor but not permanently installed at site shall be taken back by Contractor and shall not be billed to Purchaser and/or Consultant. Receiving, handling, loading, unloading, unpacking, transporting equipment / accessories from storage point or any other location within the project site, alignment, assembling, connection & other associated work (including chipping of concrete (as required) and making good), and Installation under the supervision of HPCL / WP of above prefabricated hot dip galvanised steel cable trays including supply of all fittings and accessories for cable tray. Rate shall also include all hardware required for installation (as per various installation standards / good engineering practices), testing & commissioning as per site testing format, stenciling with epoxy paint of approved paint shade (as per site in charge / WP / HPCL engineer) with relevant indentification like Tag Number / of material as per the specifications, scope of work and directions of the Engineer-in-Charge, etc.

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