Gas Authority Of India Limited has published Laying And Associated Works For Tie-In Connectivities Of Ongc Bokaro And Ongc Jharia To Jhbdpl. Submission Date for this Tender is 18-01-2022. Civil Work Tenders in Bokaro and Jharia Jharkhand. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 10-Jan-2022 | Replies to Pre-bid Queries | Other | 18-01-2022 |
| 2 | 17-Jan-2022 | COVID Relaxation | Other | 18-01-2022 |
| Sl. No. | Item Description |
| 1 | SECTION-A (MAIN LINE WORKS) |
| 2 | CH.0.00 KM to CH.23.436 KM |
| 3 | MAINLINE, PIPING AND MECHNICAL |
| 4 | PIPELINE LAYING / INSTALLATION Laying/ installation of coated line pipe, associated fittings and accessories, etc.asperspecifications,drawings, other provisions of Contract and instructions of Engineer-in-Charge,includingbutnotlimitedtocarryingoutthe following: "Receiving and taking-over", handling, loading, transportationandunloadingofOwnersuppliedcoated andbare line pipes and other Free Issue Materials from Contractor"s ownstock-yard to Work siteincludingstringingonthepipeline Right-of-Use(ROU),Arrangementofalladditionalland requiredforContractor"sstorage, Performing the additional survey wherein survey data is not sufficient in the opinion of Contractor, arrangement of working RoU if RoU width is not sufficient for equipment/ vehicle movement etc., access for construction (other than Owner provided ROU; Developing necessary access way to the worksite, including earth filling, levelling, etc.; supply of allmaterials (exceptOwnersuppliedmaterials), supply of all materials, consumables,equipment,labour,etc.;fabrication,Stakingand installationofconstructionmarkers,clearing,grubbing, grading(asrequired)ofRightofUse;clearing and grading of ROU; Cutting/ uprooting of shrubs, plants, vegetation within ROU; , Trenchingtoalldepthsandtoawidthto accommodatethepipelinewithopticalfiber cable (inside HDPE Duct)byexcavationinalltypesofsoil ( in case of hard rock, additional payment for hard rock breaking will be paid as per separate SOR line item),includingadditional trenchingforseismicandotherareasasspecified,( Rate for laying of optical fibre cable and HDPE Ductnot beincluded here and same to be quoted against separateSOR item); Carrying out repairs of pipe and coatingdefectsnotattributabletoOwner;Thorough internalcleaningofallpipesbysuitablemethodsto removedebris,shots,gritsetc.;Stringingoflinepipes alongROUincludingprovidingstrawbags,soft padding/sandpadding;Aligning,cold field bending,cuttingand beveling(asrequired)ofpipesforweldingandfield adjustments,NDT & NDTofre-beveledarea,welding,carrying outdestructive&non-destructivetestingofwelds requiredasperapprovedNDTspecifications(including radiography)andprovidingallrequisiteequipment, labour,supervision,materials,films,consumablesetc.; carrying out repairs of weld joints as required, carrying out re-radiographyandothernon-destructivetestson repairedjoints,etc.;Installationofcarrierpipeincluding concretecoatedpipes(wherever required), |
| 5 | (Concrete Coating on pipes, covered separately)atall crossingsincludingroads/canals/nala/watercrossings etc. (supply and installation of casing pipe by open cut or by Jacking/ boaringmethod covered separately) including pre-testing as required; Carrying out installation ofcarrierpipeinthecasingpipeatcasedcrossings; Coating of all field weld joints, long radiusbends (fabrication of Cold field bends covered here and fabrication of 6D bends by induction heating covered separately),buriedfittingsetc.;Supply & Installation of warning tape along the entire length of Pipeline including Crossing. Loweringthepipelines intrench, providingrequiredpaddingoverandaround thepipelinewithsand/gradedmaterial(inrockyareas), backfillingwithavailableapprovedexcavatedmaterial and/or other suitable soil ( supply and providing of soft soil for pre & post padding in Rocky area); Supply and installation of slope breaker as per specifications and drawings in steep slope areas, wherever required; Carrying out hydrostatic testing includingaircleaning,flushing,filling,gauging, pressurizationofcompletepipelineinvarioustest sectionsasapprovedbyEngineer-In-Chargetothe specifiedtestpressure,providingallequipment,pumps, fittings, instruments, dead weight tester, all types of pigs etc.,andservices,supervision,labour,consumables, arranging water required for hydrostatic testing including supply of corrosion inhibitor, air, etc. as required, locating ofleaksandrectificationofdefectsattributableto Contractor,re-testingafterrectification,successful completionofhydro-testingofpipeline(De-watering covered else where in the SOR); including all tie-in(s) with the pipeline/ piping installed by others including cutting of testheader,re-bevelingasrequired;Carryingoutall temporary,ancillary,auxiliaryworksandallincidental worksrequiredtomakethepipelinereadyforpre- commissioning; Carrying out EGP for the entire stretchof completed pipeline, Repairofdefectsrecordedduring EGP/gaugeplaterunorotherwiseincludingcutting, beveling,welding,NDT,fieldjointcoatingetc.;as applicable, Final clean-up and restoration of right of use includingobtainingNOCfromrespectivestatutory authoritiesasrequiredanddisposalofdebrisand returningallsurplusmaterialtodesignateddisposal areas/storageyard,asdirectedbyEngineer-In-Charge; Restorationofland,facilitiesandboundarywalletc.at associatedfacilitiesdismantled/damagedbythe Contractorduringconstruction;Obtainingworkpermits/ NOC from various statutory authorities having jurisdiction andcomplyingwithall stipulation/conditions/recommendationofthesaid authorities;Preparationofas-builtdrawings,pipe-book and other records. SOR shall be read in conjunction with Project drawings,scopeofwork,specifications,standardsand otherprovisionsofcontractdocument.The work includes the Survey data & site preparation, Stringing/Chainges in direction, Beveling of pipe element, Welding Procedure Qualification & Welders Qualification,Welding of pipe element, Inspection & testing of production welds, Field joint coating, controlled blasting, chiseling, etc., Material hand over & material handling, Lowering-in & ballasting, All crossingsexceptHDD as mentioned in Crossing List (including installation of carrier pipe inside the Casing at cased crossing) , Backfilling (for all depths in all types of soil, soft /hard rock) , including trench padding with sand, graded earth in rocky areas & rock shield( if required as per specs) reinstatement (restoration) and preparation of As-built Alignment & Crossing drawings. |
| 6 | All above works shall be executed in accordance with scope of work, GTS, PTS, Drawings and other provisions of contract document and instructions of Owner/Owner"s representative, including but not limited to carrying out the above works. 1. Supply and Installation of OFC and HDPE Ducts along the entire pipeline route, adjacent to the new pipeline, along with all required accessories, fittings and associated items, is covered separately in the SOR. All aboveworks forburiedpipeline (including hook-up pipeline from Tap Off Point inside ONGC GCS, Bokaro upto proposed plot for GAIL DT), asperfollowingdetails : |
| 7 | ND12",API5L X70 - 6.4 mm |
| 8 | ND12",API5L X70 - 7.1 mm |
| 9 | ND12",API5L X70 - 8.7 mm |
| 10 | Concrete slabs (Mechanical Protection) as per technical specifications Supply, fabrication and installation of reinforced concrete weights.Reinforced steel size should be 8 mm.top and bottom at a rate of 200 mm c/c of precasted RCC 1:2:4 on pipeline of wall thickness of 75 mm thickand size as per specifications & Standard drawings and instructions of Owner/ Owner’s representative including supply of consumables, materials, equipment, labor, supervision, all associated civil works. |
| 11 | Continuous Concrete Coating Supply of all consumables and materials, equipments, manpower, submission of application procedure with calculations for anti-buoyancy, design mix procedure qualification and application of continuous concrete weight coating thickness mentioned below (higher also, in case design requirements) on pipeline of all thickness, concrete weight coatingof the field joints thereof, and performing all works as per specifications and instructions of Owner/Owner’s representative and other provisions of CONTRACT DOCUMENT. |
| 12 | 35 mm thick |
| 13 | 50 mm thick |
| 14 | GEO TEXTILE BAGS FOR ANTI-BUOYANCY |
| 15 | Additional works over and above item no. 4 to 9 for design, manufacture and supply of Non-biodegradable geo-textile bags and installation of geo-textile bags duly filled with gravel/ stone ballast on pipelines of all wall thicknesses for anti-buoyancy, drawings, scope of work and instructions of Engineer-in-Charge and other provisions of the Contract document. Note: This item shall be applicable for Somecrossings as per instructions of Engineer-incharge. |
| 16 | ND12" ( for all thicknesses) |
| 17 | Permanent Markers Supply, fabrication and installation of following types of permanent markers along the pipeline route including all associated civil works such as excavation in all types of soil, construction of pedestals and grouting with concrete, clearing, supply & application of approved color and quality of primer and paint, stencil letter cutting for numbers, direction, chainage, etc. restoration of area to original condition and performing all works as per drawings, specifications and instruction of Owner/Owner’s Representative. |
| 18 | Pipeline Warning Signs |
| 19 | Right-of-way boundary markers |
| 20 | Kilometer Markers |
| 21 | Aerial Markers |
| 22 | Navigable Waterway Markers |
| 23 | Directional Markers |
| 24 | Repair of Defects in Pipe Coating (Attributable to OWNER) |
| 25 | Repair of Line Pipe Coating: Supply of all coating repair materials as per the requirements of the relevant specifications, supply of all consumables, utilities, equipment, and all manpower required, pipe cleaning and surface preparation, repairing of coating defects (resulting in holiday in coating) and testing including all handling, transportation, etc. for line pipes, performing all works necessary for the completion of the works strictly in accordance with the relevant specifications and instructions of OWNER. |
| 26 | Repair of Holidays in Coating |
| 27 | Repair of Cosmetic Defects in Coating: Description of same as in 25 above, but for repair of cosmetic defects in coating. |
| 28 | Repair of Defects in Line Pipes |
| 29 | Repair of OWNER supplied pipes of all wall thicknesses, recorded at the time of taking-over by CONTRACTOR at all places of work. |
| 30 | Cutting and rebevelling |
| 31 | Jack out method |
| 32 | All works for locating burst (occurred during hydrostatic testing and tightness test attributable to Owner issued materials) including detecting burst, necessary repairing/replacing defective pipe lengths, including cutting out and removing the defective pipe, pretesting the replacement pipe, welding of replacement pipe into mainline and NDT of welding, repair and re-testing of defective welds, coating of welded joints, cleanup, retesting including providing all labor, materials, consumables and inputs other than OWNER supplied materials and performing all works as per drawings, specifications and directions of Owner/ Owner’s representative. In case of pinhole leaks not easily detectable all works for locating leak (occurred during mechanical resistance test and tightness test attributable to Owner issued materials) including detecting leak, The Payment will be made as per actual efforts and based on Equipment and manpower Rate provided in SCC . Further replacement & retesting will be paid as above. |
| 33 | LEAKS/ BURSTS (ATTRIBUTABLE TO OWNER) (FOR TERMINAL PIPING) LEAKS/ BURSTS (ATTRIBUTABLE TO OWNER DUE TO FIM) All works for leak/burst (occurring during hydrostatic testing) by necessary repair/replacement of defective pipe length, including cutting and removing out defective pipes, welding, NDT of welds, repair and re-testing of defective welds, painting of welded joints, clean-up, re hydro testing of the pipe segment including providing all necessary equipment, labour, materials, consumables and inputs other than Owner supplied materials and performing all works as per drawings, scope of work, specifications, standards enclosed with the Contract and directions of Engineer-in-Charge. Note: 1. This rate shall be applicable for manufacturing defects in Company supplied materials only. |
| 34 | IDLE TIME PRESERVATION OF PIPELINE Preservation of complete pipeline and associated facilities and its maintenance including supply of all consumables, all equipment, man- power, etc., complete as per the requirements of specifications, scope of work, standards, other provisions of Contract document and instructions of Engineer-in- Charge. By filling and pressurizing with nitrogen including supply and maintenance of nitrogen as per following details: |
| 35 | Pipe OD - 12 INCH, Nitrogen Pressure - 2 bar(g), Specified Period - 3 MONTH |
| 36 | Pipe OD - 12 INCH, Nitrogen Pressure - 2 bar(g), Specified Period - FOR EVERY ADDITIONAL MONTH BEYOND INITIAL 3 MONTHS |
| 37 | PRE-COMMISSIONING FOR NATURAL GAS PIPELINES SYSTEM, Carrying out pre-commissioning activities and pre-commissioning checks to the specified acceptance criteria, making the entire pipeline system ready for commissioning (It includes cleaning including magnetic cleaning, Electrical Geometrical Pigging survey, dewatering, swabbing,, pre-drying activity, Golden-tie ins connecting the stations),, supply of all equipment, man-power, consumables, including all type of pigs and required quantity of nitrogen, materials for all temporary works and performing all associated works, complete as per the relevant specifications, Drawings, scope of work, PTS- Construction of Natural Gas Pipelines, GTS, standards, other provisions of Contract document and instructions of Engineer-in-Charge. |
| 38 | Pipe OD - 12 INCH |
| 39 | Commissioning Assistance |
| 40 | OVERALL COMMISSIONING OF ENTIRE PIPELINE SYSTEM Overall commissioning including system checks, inertisation (as required) and charging of entire pipeline system, including all stations and all associated facilities including notifying the Company that the pipeline system is ready for commissioning; Review of status jointly with the Company and obtaining final clearance for start of commissioning; Development and submission of commissioning procedures, obtaining Company approvalthereupon, carrying out overall commissioning of the total pipeline system including all facilities and all necessary coordination/ liaison with other Contractor(s) operations; Carrying out commissioning; Supply of all equipment like Nitrogen vapourisers (as required), along with all piping and instruments, temporary venting/ flaring/draining facilities as applicable, man-power, consumables including pigs and required quantity of Nitrogen (as required); Performing all associated works, complete as per the relevant specifications, Drawings, scope of work, PTS- Construction of Natural Gas Pipelines, GTS, standards, other provisions of Contract document and instructions of Engineer-in-Charge. |
| 41 | Pipe OD - 12 INCH |
| 42 | PIPELINE INFORMATION MANAGEMENT SYSTEM Providing pipeline information management system using web based software for monitoring pipeline construction progress and providing all "As Built" data & drawings for entire length of pipeline as per specifications enclosed with the tender document. |
| 43 | VIDEO FILM & PHOTOGRAPHY OF CONSTRUCTION ACTIVITIES Preparation of high resolution video films with audio commentary and Industrial photography covering all aspects/activities of pipeline construction annotated as required, conversion of same to video DVD/Blue Ray format, submitting three (3) sets of the same as per details in scope of work document |
| 44 | FABRICATION OF LR BENDS : |
| 45 | Fabrication of 6D bend / LR (Induction) bends as per the relevant standard & Specification attached with the tender document from free issue linepipes (mother pipe) including but not limited to the following: "Receiving and taking over of free issue linepipes" from GAIL Dump Yard location as mentioned in Scope of Work, carrying out inspection of line pipe at the time of receive taking over in the presence of Company representative,carrying out repair of pipe defects attributable to Contractor after taking over, including supply of consumables & equipments; handling, hauling, transportation and loading/unloading required to transport the mother pipes between place of issue, LR bend fabricator/ manufacturer, intermediate storage as required, and final delivery of fabricated LR Bends to the worksite(s), as per requirement, Manufacturing/ fabricating of LR Bends, as per project requirements and Specifications. LR bends exact angle(s) shall be as per pipeline alignment. Note:- 1. Rate for repairing of defects in linepipes identified and recorded at the time of receiving & taking over i.e. defects attributable to Company shall be quoted separately in the applicable items of the SOR. 2.Loadingof Pipe into installation contractor trailer shall be carried out by the GAIL Dumpyard maintenance agency already engaged by the Company. |
| 46 | Bare Pipe ND12",API5L X70 - 7.1 mm |
| 47 | Bare Pipe ND12",API5L X70 - 8.7 mm |
| 48 | SUPPLY AND INSTALLATION OF CASING PIPE & 6 INCH CS CONDUIT: Supply and installation of casing pipe and 6 inch CS conduit for OFC by jacking / boring or open cut for rail, road or canal crossings wherever required in all types of soils and terrain separately for carrier pipes and fibre optic cable inside HDPE duct, supply of casing pipes and all other Contractor supplied materials viz. casing insulators and casing end seals as per enclosed drawing, materials for casing vents and drains, etc. including transportation, supply of all other materials, equipments, consumables, man-power, welding including visual inspection of all weld joints, installation of casing insulators, end seals, vents and drain-off pipes, backfilling and restoration as original of the facility crossed and performing all works as per drawings, specifications including PTS and GTS and instructions of Engineer-in Charge and provisions of Contract document. |
| 49 | Supply and installation of Casing pipe by Boring / Jackingas per item no. 48 (Other than Railway Crossings) Casing Pipe Details: (Pipe 18" , 6.4 mm Thick, API 5L GR.B) |
| 50 | Supply and installation of 6 inch CS Conduit by Boring/Jackingas per item no. 48 Casing Pipe Details: (Pipe 6" , 6.4 mm Thick, API 5L GR.B) |
| 51 | Supply and installation of Casing pipe by open cut as per item no. 48 Casing Pipe Details: (Pipe 18" , 6.4 mm Thick, API 5L GR.B) |
| 52 | Supply and installation of 6 inch CS Conduit by open cut as per item no. 48 Casing Pipe Details: (Pipe 6" , 6.4 mm Thick, API 5L GR.B) |
| 53 | HDD CROSSING |
| 54 | Generalities |
| 55 | Topographic / Bathymetry, Geotech Investigation and Hydrological data collection |
| 56 | Site preparation |
| 57 | Design & stress calculations as per requirement |
| 58 | Material hand-over and material handling |
| 59 | Site reinstatement |
| 60 | Final dossier including all notes & calculations as required in the specification |
| 61 | Installation of 6 inch CS Conduit |
| 62 | Teletransmission--Separate Drillingfor 6 inch CS Conduitfor OFC installation |
| 63 | Installation of HDPE duct & OFC cableinside 6 inch CS conduit |
| 64 | Drilling & Pulling of 6 inch CS Conduit shall be done before mainline HDD. |
| 65 | Pipeline string |
| 66 | Beveling & welding |
| 67 | Inspection & testing of welds |
| 68 | Field joint coating |
| 69 | Temporary support (roller) |
| 70 | Control of pipeline string |
| 71 | Hydrotesting & leak test |
| 72 | Drilling operation |
| 73 | Earthwork entry / exit points including grading erection of embankment etc.. |
| 74 | Supply & clearing out of all material needed for drilling |
| 75 | Drilling of washer pipe, reaming & cleaning of drill opening, supply and preparation of bentonite |
| 76 | Pull back of the pipe string |
| 77 | Disposal of surplus of soil & bentonite |
| 78 | Control of the integrity of the coating |
| 79 | Work at entry point |
| 80 | Changes in direction |
| 81 | Beveling & welding |
| 82 | Inspection & testing of welds |
| 83 | Field joint coating & coating of all bare section of pipe |
| 84 | Earthwork |
| 85 | Lowering-in |
| 86 | backfilling as required |
| 87 | Work at exit point |
| 88 | Changes in direction |
| 89 | Beveling & welding |
| 90 | Inspection & testing of welds |
| 91 | Field joint coating & coating of all bare section of pipe |
| 92 | Earthwork |
| 93 | Lowering-in |
| 94 | backfilling as required |
| 95 | Complete work for the water/ Road/ Rail crossings, including taking over and handling of linepipes from Contractor Storage Yard to worksite, Arrangement of all additional land required for Contractor"s storage, fabrication, access for construction; construction design calculation and engineering of the crossing, mobilization and demobilization at site(s), supply of all materials as per "Scope of Supply" and all consumables, equipment, manpower and other resources, and acquiring the required land for site preparations, and execution of, but not limited to, the following works in accordance with specifications, drawings, and as per provisions of the Contract document and instructions of the Company/ Engineer-in- Charge: Carry out allsurveys required for collecting data relevant to design and construction of the crossing, preparation of all necessary construction drawings for Company"s approval as per the provisions of the Contractor document, Preparation of detailed construction method statement and calculations including Scour Depth calculations for river/ canal crossings, Strings preparation including welding, 100% Radiography of welds, NDT of welds and re-beveled areas, radiography, weld repair and re-test, pre-testing of completed string, corrosion coating of field joints with Dirax or equivalent, inspection of corrosion coating and repair of defects, Preconstruction surveys and collection of all necessary data, Installation of pipeline and CS conduit (6 Inch CS Conduit shall be installed through Seperate Drilling), horizontal directional drilling to the correct profile as per approved drawings and specification, Post-installation hydrotest including leaks and repair of defects and retesting, etc. for defects attributed to Contractor"s faulty work, Supply, fabrication and construction of protective fencing as required, Hydrotesting, Supply, fabrication and erection of pipeline markers, Restoration and clean-up etc., Preparation of as-built drawings and other records etc., All other works not specifically listed herein, but required as per specifications, drawings, provision of contract document, calculations, and construction method statements, leading to successful completion of works. |
| 96 | Linepipe details:- (Pipe12" dia, Wall Thickness: 7.1 mm, Pipe Grade: API 5L GR.X-70 PSL 2, External Coating: 3LPE) CS Conduit details: (Pipe 6" dia, 6.4mm Thick, API 5L GR.B) Note: 1. CS Conduit shall be supplied by the Contractor. Radiography & Hydrostatic testing is not required to be done for CS Conduit.(6 Inch CS Conduit shall be installed through Seperate Drilling) Contractor shall quote accordingly. 2. The rate shall be applicable for the drilled length of the HDDs. |
| 97 | All above works shall be executed in accordance with scope of work, GTS,PTS, Drawings and other provisions of contract document and instructions of Owner/Owner"s representative, including but not limited to carrying out the above works. This line item is applicable for HDD crossing mentioned in the Crossing List with prior approval of Engineer -In-Charge during Construction. |
| 98 | SUPPLY & INSTALLATION OF OPTICAL FIBBE CABLE AND HDPE DUCT |
| 99 | Suppy of 24 Fibre Composite armoured Optical Fibre Cable drum (6 fibre G-655 & 18 fibre G-652) of 4 km +/-5% Cable drum length with fiber terminal closure, inspection chamber, electronic route marker all along pipeline route, Two number electronic locater as per PTS-Optical Fibre cableand Scope of Work C&Ialong with all required accessories and fitments not mentioned seperately. |
| 100 | Inspection/Jointing Chamber(fabricated or readymade) |
| 101 | Blowing Pit (fabricated or readymade) |
| 102 | Supply of jointing closure 24 Fiber, 2 way including all accessories (3M, Siemens, Reychem make only) |
| 103 | Supply of End to End OFC termination of wall mounted FTCwith pig tails other accessories for termination of OFC - 24 Fibre in the Telecom Room at Bokaro & SV1 |
| 104 | Electronic marker |
| 105 | Electronic Locator |
| 106 | Supply of 50mm OD permanently lubricated HDPE telecom duct along with all the required accessories as per PTS-Optical Fibre cable and Scope of Work C&I |
| 107 | Laying of HDPEDuct : Laying of 50mm HDPE Ducts in same pipeline trench direct buried, or inside 6 inch CS conduit at various crossingsas per Specification in all type of soil & terrain, excavated as required, padding, backfilling, etc. including supply of accessories required for HDPE Ductinstallation, including plastic couplers, end plugs, cable sealing plugs, end caps, etc. suitable & sufficient for above supplied ducts, cleaning and sealing of ducts at the end laid drum lengths, preparation and supply of cable blowing pit at each Km jointing of HDPE duct, testing of HDPE Duct and accessories after laying preparation of report and final drawing and documents as per specification, joint location marking, erection accessories, as-built, etc. |
| 108 | Blowing of Optical Fibre Cable inside HDPE Duct : All activities pertaining to Blowing of Optical Fibre Cable in same pipeline trench directly (after testing drum at site), insideHDPE duct along the pipeline and at crossing, sealing using all materials required as per specification |
| 109 | Installation of FTC & Wire mesh, termination of OFC on FTC / DDF inside telecom room, splicing with steet fibre, fibre test, OTDR test, power testing of laid OFC, identification of fault, rectification, earthing, final testing and commissioning, preparation of reports, etc. work complete in all respect with all necessary accessories for all location till final Handing Over and Taking Over by Owner of laid OFC. |
| 110 | TRANSPORTATION OF COATED AND BARE LINEPIPES FROM GAIL DUMPYARDS (ANY LOCATIONIN INDIA) TO CONTRACTOR STORAGE YARD: |
| 111 | "Receiving and taking over" of "free issue" Linepipes from GAIL Dump Yard location ( any location in India); Carrying out inspection of Linepipes at the time of receiving and taking-over, recording of pipe & coating defects at the time of taking over in the presence of Company"s representative, carrying out repair of coating defects & pipe defects attributable to Company; including supply of materials, consumables & equipments; handling, hauling and transportation from designated place of issue to Contractor Storage Yard; unloading and stacking of the linepipes at Contractor Storage Yard; including arranging all equipments, trailers, trucks & manpower; all works as per Scope of Work, drawings, PTS, GTS and other provisions of the Contract and instructions of Engineer-in-Charge; all associated works not indicated herein but required to complete the work as per Scope of Work, Provision of Contract & instructions of Engineer InCharge. |
| 112 | Linepipe Details:- Coated and Bare Line Pipe 12" diameter API 5L Gr. X-70 PSL-2 Wall Thickness - 6,4mm / 7.1mm / 8.7 mm External Coating - 3LPE, Internal Coating - Liquid Epoxy 1) Loading of Pipes into Installation contractor"s trailer shall be carried out by the contractor. 2) Development & Maintenance of Contractor Storage Yard adequate to store the linepipes including arrangement of all Lifting & Handling equipment at Contractor"s Storage Yard shall be done by the Contractor. Rate for the same shall be quoted in applicable items. 3) Rate for repairing of coating defects in linepipes identified and recorded at the time of receiving & taking over i.e. coating-defects attributable to Company shall be included in this item. 4) Rate for repairing of pipe-defects identified and recorded at the time of receiving & taking over i.e. pipe-defects attributable to Company shall be quoted separately in the applicable items of the SOR. 5) Transportation of line pipe from Contractor"s Storage Yard to work site is included in SOR item 1 above, No separate payment will be applicable for the same. |
| 113 | TRANSPORTATION OF FREE ISSUEPIPING ITEMS (OTHER THAN LINE PIPE) FROM GAIL STORAGE YARDS (ANY LOCATION IN INDIA) TO CONTRACTORS YARD / WORKSITE(S) : "Receiving and taking-over", handling, lifting, loading, transportation and unloading of Company supplied "free-issuematerials" (Other than line pipe) viz. Metering Filtering and PRS Skid, ScrapperLauncher/ Receiver & accessories, Valves with or without Actuators, Insulation Joints, Flow Tee, Pig Signallers, fittings, flanges etc. from GAIL Storage yards location ( any location in India) to Contractor"s Storage Yard / work-site(s). Note:- 1) Location of GAIL Storage Yard shall be anywhere in India. Contractor shall quote accordingly. 2) Transportation of FIM from Contractor"s Storage Yard to work site, is included in SOR item 121 below, No separate payment will be applicable for the same. |
| 114 | DEVELOPMENT OF CONTRACTOR STORAGE YARD: |
| 115 | Development of the Contractor Storage Yard including fencing, illumination etc., including deployment of all lifting and handling equipments, manpower required to stack, unload and load all Free Issue Material (FIM) including Line Pipes and all bought out items, as required; storage of all Free Issue Material and bought out items for the required duration as per project requirement, all works as per Scope of Work, drawings, other provisions of the Contract and instructions of Engineer-in-Charge; all associated works not indicated herein but required to complete the work as per Scope of Work, PTS, GTS andProvision of Contract & instructions of Engineer In-Charge. The storage yard shall be used for storage of all Free Issue Line pipes, all other Free Issure Material (FIM) and all bought out items required for the project. Notes:- 1) Development of contractor storage yard adequate to store all the material required for Project, including all Free Issue Material (FIM) and bought out items. (Rate for the same shall be captured in this item) 2) Maintenance of contractor storage yard for the entire project period is included in the scope of contractor. No separate payment shall be applicable for the same. |
| 116 | Hard Rock breaking by controlled blasting / chiseling method (rate will be applicable in case when prior approval for rock breaking is obtained by the contractor from GAIL / PMC) |
| 117 | Clean Agent Fire Supression System as per Scope of Work |
| 118 | Restoration of underground utilities (pipes & cables) during excavation at ONGC, GCS Bokaro and Receiving Station (which is inside SV-01 Premises) |
| 119 | Sub-Total Section A |
| 120 | SECTION-B [MECHANICAL (PIPING & TERMINAL WORKS)] |
| 121 | PIPING WORKS AT DESPATCH AND RECEIVING STATIONS AND HOOK-UP WITH ONGC GCS, BOKARO All works for installation of all piping at all elevations for Despatch and Receiving Stations as indicated in Drawings,Scope document, including supply of all consumables, Gaskets, nuts, bolts Studs, manpower, materials and equipment (except Company supplied free-issue materials), aligning, grouting, tie-in with pipeline and carrying out all mechanical works of underground and above ground piping including fabrication, welding, installation of all pipes, valves (manual & actuated), flanges, fittings, flow tees, pig signalers, insulating joints, corrosion monitoring probes /corrosion coupons, installation of instruments (pressure/temperature gauges, vents, drains-off, safety relief valves, electro hydraulic valves etc.) as indicated in P& IDs and GADs. 100% Radiography of weld joints of piping above 1.5 inch, Magnetic particle & Die penetration test for piping 1.5 inch & below, all NDT of welds, weld repairs/retesting, hydrostatic testing, cleaning/flushing, functional testing, de-pressurizing , Drying and dewatering, cutting and re-beveling (as required), hookup of all pipeline/utilities at the battery limit with the pipeline/utilities installed by others, obtaining all statutory clearances, approvals and permissions for the work (wherever required), excavation and filling in all types of soils including soft/hard rock for installation of piping/ pipe supports; corrosion coating and external painting (as required), finishing, clean-up and restoration of site, preparation of as- built drawings, documents and project records and performing all works as per drawings, specifications, other provisions of Contract document and instructions of Engineer-in-Charge. Civil/ structural works for piping supports will be paid separately as per unit rate provided elsewhere in the contract. Cost of Transportation of all materials (Including FIM mentioned above) for station works, from Contractor"s own stock-yard to Work site, to be included in this SOR item. No separate payment will be applicable for the same. |
| 122 | Fabrication and Erection of piping as per item no.110, (For Pipe Size 2 Inch and above, 100% Radiography) Note: 1. Rate for Handling, Fabrication and erection of pipe, flange, fittings, valves, gaskets, nuts, bolt stud, etc. shall be part of this item.Suppy of all Gaskets, Stud-Bolts & Nuts for all the flanged joints ( applicable for free issued materials as well asContractor supplied materials) to be used in the piping shall be provided by the contractor.Contractor shall quote accordingly. 2. Installation of all Valves of all types and ratings, and sizes 2" & above, shall also be part of this item. Contractor shall quote accordingly. |
| 123 | Fabrication & Erection of Piping as per item no.110 (For Pipe Size Below 2 inch, Magnetic particle & Dye Penetration Test as per the requirement of specification) Note: 1. Rate for Handling and installation of pipe, flange, fittings, valves, gaskets, nuts, bolt stud, etc. shall be part of this item.Suppy of all Gaskets, Stud-Bolts & Nuts for all the flanged joints (applicable for free issued materials as well asContractor supplied materials) to be used in the piping shall be provided by the contractor. Contractor shall quote accordingly. 2. Installation of all Valves of all types and ratings, and sizes below 2", shall also be part of this item. Contractor shall quote accordingly. |
| 124 | Painting of Piping (Pipe, Fittings, Flanges, Valves, Equipments, etc.) as per item no. 110 |
| 125 | Hydrostatic testing, cleaning / flushing, functional testing, de-pressurizing, dewatering & drying of Piping as per item no. 110 ( for all size upto 12"). |
| 126 | INSTALLATION OF COMPANY SUPPLIED FIM (FML SKID AND PIG LAUNCHER/RECEIVER SYSTEM)AT DESPATCH TERMINAL AND RECEIVING TERMINAL |
| 127 | Installation of Company supplied Filtering, Metering and PRS Skid and Scrapper Launcher/ Receiver with accessories, at stations including all handling and installation works; as per drawings, specifications enclosed with the Contract and directions of Engineer-in-Charge. Cost of Transportation of above Free issue items, from Contractor"s own stock-yard to Work site for station works, to be included in this SOR item. No separate payment will be applicable for the same. |
| 128 | CONTRACTOR SUPPLIED ITEMS:(Supply ofItems as per attached PTS,GTS,Data Sheet,QAP and PMS) |
| 129 | Station pipe -Seamless |
| 130 | 1" pipe, SCH. 160, ANSI B 36.10, ASTM A333 GR.6, PE, SEAMLESS |
| 131 | 2" pipe, SCH. 160, ANSI B 36.10, ASTM A333 GR.6, BE, SEAMLESS |
| 132 | 4" pipe, SCH. 80, ANSI B 36.10, ASTM A333 GR.6, BE, SEAMLESS |
| 133 | 10" pipe, SCH. 80, ANSI B 36.10, ASTM A333 GR.6, BE, SEAMLESS |
| 134 | 12" pipe, 7.1mm thk, ANSI B 36.10, API 5L X 70,HFERW |
| 135 | Supply of fittings & Flanges |
| 136 | 1 INCH 90 ELBOWS LR, 6C1, SCH. 160, B-16.9, ASTM A 350 LF2,CL1, BW, ANSI B16.25 |
| 137 | 1" WNRF FLANGES, 6C1, SCH. 160 / 600#, WNRF, B-16.5, ASTM A350 LF2, CL1, BW-ANSI B16.25 RF |
| 138 | 1", BLIND FLANGES,6C1, 600#, RF, B-16.5, ASTM A350 LF2, CL1, RF |
| 139 | 3/4" EQUAL TEES, 6C1, SCH. 160, B-16.9, ASTM A 420 WPL 6, BW, ANSI B16.25, |
| 140 | 3/4", CUP THREADED 6C1, 6000#, ANSI B16-11, ASTM A 350 LF2, CL1 , BW - ANSI B16.25, ANSI B1.20.1, |
| 141 | WELDOLETS (MAINLINE x BRANCH SIZE) |
| 142 | 4" x 1", WELDOLETS, (MAINLINE x BRANCH SIZE), BW, ANSI B16.25, SCH. 80 / 600# x SCH. 160 / 600#, 6C1, ASTM A 350 LF2, CL1 |
| 143 | 12" x 2" WELDOLETS, (MAINLINE x BRANCH SIZE), BW, ANSI B16.25, 7.1 THK. / 600# x SCH. 160 / 600#, 6C1, ASTM A 694 F70 |
| 144 | 12" x 2", WELDOLETS (MAINLINE x BRANCH SIZE), BW, ANSI B16.25, 7.1 THK. / 600# x SCH. 160 / 600#, 6C1, ASTM A 350 LF2, CL1 |
| 145 | GASKETS |
| 146 | GASKETS, 6C1, 600#, RF, ASME B 16.20, WINDING AISI 304, FILLING PURE GRAPHITE. CENTERING RING CS, 4.5 mm THK, 1" |
| 147 | GASKETS, 6C1, 600#, RF , ASME B 16.20, WINDING AISI 304, FILLING PURE GRAPHITE. CENTERING RING CS, 4.5 mm THK, 2" |
| 148 | GASKETS, 6C1, 600#, RF , ASME B 16.20, WINDING AISI 304, FILLING PURE GRAPHITE. CENTERING RING CS, 4.5 mm THK, 4" |
| 149 | GASKETS, 6C1, 600#, RF , ASME B 16.20, WINDING AISI 304, FILLING PURE GRAPHITE. CENTERING RING CS, 4.5 mm THK, 10" |
| 150 | GASKETS, 6C1, 600#, RF , ASME B 16.20, WINDING AISI 304, FILLING PURE GRAPHITE. CENTERING RING CS, 4.5 mm THK, 12" |
| 151 | NIPPLES |
| 152 | NIPPLES, 6C1, Sch 160 /600#, ANSI B 36.10, ASTM A333 GR.6, BOTH ENDS PLAIN, SEAMLESS-LG=100mm, 3/4" |
| 153 | NIPPLES, 6C1, Sch 160 / 600#, ANSI B 36.11, ASTM A333 GR.7, ONE END THRD -MNPTSEAMLESS- LG=100mm, 3/4" |
| 154 | Supply of following Valvesas Per attached PTS,GTS,Data Sheet,QAP,PMS & MTO |
| 155 | 1",BALL VALVE - FULL BORE (RF) (ABOVE GROUND),6C1 |
| 156 | 3/4", CHECK VALVE (RF ) (AG), 6C1 |
| 157 | 3/4",NEEDLE VALVE, 6C1 |
| 158 | Note(Applicable for all items of SOR item No 128 to 157): 1. Before procurement ofany of the above materials Contractor will take prior approval from GAIL / PMC. 2. Payment will be made for actual quantity used. |
| 159 | Sub-Total Section B |
| 160 | SECTION-C [CIVIL / STRUCTURAL & ARCHITECTURAL] |
| 161 | CIVIL , STRUCTURAL & ARCHITECTURAL |
| 162 | Earthwork excavation in soil |
| 163 | Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. |
| 164 | EarthworkinEXCAVATIONbelowgroundlevelforall kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for adepthbeyond1.5manduptoandinclusiveof3.0m includingRemovalofvegetation,shrubsanddebris, cutting and dressing of sides in slopes, levelling, grading andrammingofbottoms,dewateringofaccumulated waterfromanysourceandkeepingthesurfacedryfor subsequent works and disposal or stacking of excavated materialwithinaleadof100m,asdirectedincluding providing temporary supports to existing service lines like waterpipes,sewagepipes,electricoverheadand undergroundcablesetc.allcomplete,butexcluding shoringandstrutting. |
| 165 | Earthwork excavation in soft rock |
| 166 | EarthworkinEXCAVATIONbelowgroundlevelforall kindsofworksinSOFTROCKand HARD ROCK asclassifiedin specificationfor a depth upto 1.5m including removal of vegetation,shrubsanddebris,cuttinganddressingof sidesinslopes,levelling,gradingandrammingof bottoms,dewateringofaccumulatedwaterfromany source and keeping the surface dry for subsequent works anddisposalorstackingofexcavatedmaterialwithina leadof100m,as irectedincludingprovidingtemporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete,butexcludingshoringandstrutting. |
| 167 | Backfilling after execution of work |
| 168 | BACKFILLING after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps within a LEAD OF 100M,including re- excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 15 Cms. watering, rolling and ramming by manual methods/ mechanical compactors to achieve 90% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete. |
| 169 | BACKFILLINGafterexecutionoftheWORKtoproper gradeandlevelwithselectedmaterialsfromavailable excavatedsoilfromspoilheapsbeyondaLEADOF 100M AND UPTO & INCLUSIVE OF 500M including re- excavating the deposited soil excavated earlier, breaking clods,layingatalldepthsandheightsinlayersof thicknessnotexceeding15Cms.watering,rollingand rammingbymanualmethods/mechanicalcompactorsto achieve90%laboratorymaximumdrydensity,dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete. |
| 170 | Transporting & Disposing the SURPLUS EARTH AND DEBRIS |
| 171 | Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction areas to areas ANYWHERE OUTSIDE THE PLANT BOUNDARY, including re-excavating the deposited soil excavated earlier, loading, transportation, unloading, laying at all depths and heights, stacking,levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids). DISPOSAL AREAS OUTSIDE PLANT BOUNDARY TO BE ARRANGED BY THE CONTRACTOR. Royalty as applicable for disposal outside plant limits to be borne by the Contractor |
| 172 | EARTH WORK FILLING BY EXCAVATION |
| 173 | EARTHWORK IN FILLING by excavating the earth from BORROWAREASarrangedbyCONTRACTORforall leads,transportingtheearthfromborrowareaincluding cleaning & stripping the earth at borrow areas, breaking clods,loading,unloadingandlayingatalldepthsand heightsinlayersofthicknessnotexceeding15cms., watering,rollingandrammingbymanual methods/mechanicalcompactorstoachieve90%ofthe maximumlaboratorydrydensity,ressing,trimming, levellingthetopsurfaceetc.infoundations,plinths, trenchesetc.allcomplete. |
| 174 | PLAIN & REINFORCED CEMENT CONCRETE: (REFER SPECIFICATION NO. (Z/02/0004) |
| 175 | PLAIN CEMENT CONCRETE - PCC |
| 176 | Providing and laying in position cement concrete of specified grade including the cost of centering and shutteringin 1:4:8 (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 177 | Providing and laying in position cement concrete of specified grade including the cost of centering and shutteringin 1:3:6 (1 cement : 3 coarse sand (Zone-III) : 6 graded stone aggregate 40 mm nominal size) |
| 178 | Providing and laying in position cement concrete of specified grade including the cost of centering and shutteringin 1:2:4 (1 cement : 2 coarse sand (Zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 179 | Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations, drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing, etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete grade M20 with 20mm and down size graded crushed stone aggregates/Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR |
| 180 | RCC WORKS |
| 181 | SUBSTRUCTURE |
| 182 | Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUBSTRUCTURE INCLUDING CENTERING & SHUTTERING )e.g. foundations, raft, beams, pile caps, Retaining walls, counterforts, buttresses, pedestals, pipe sleepers, columns, suspended floors, staircases, landings, steps, brackets etc., including equipment/ machine foundations & pedestals viz. compressors, generators, etc. (including single pour concreting as specified on the drawing), applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT)for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. |
| 183 | SUPER STRUCTURE- EXCLUDING CONTROL ROOM BUILDING, GUARD ROOM & BOUNDARY WALL |
| 184 | ProvidingandlayingREINFORCEDCEMENT CONCRETEOFM-30GRADEwith20mmanddown size graded crushed stone aggregates/ gravel in SUPER STRUCTURE INCLUDING CENTERING & SHUTTERING insuspendedfloors,slabs,beams, columns,wallsincludingcounterforts,staircases, landings, steps, facias, fins, mouldings, gutters, shelves, windowsills,canopies,lintels,girders,ducts,brackets, chajjaswithdripmoulds,pedestals,posts,struts, equipment/machinefoundations,rampsetc.(including singlepourconcretingasspecifiedonthedrawing), providingcementwash(wherevernoothersurface applicationisspecified),providingpockets,openings, recesses,chamferingwhereverrequired,vibrating, tamping,curingandrenderingifrequiredtogivea smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT)FORALLHEIGHTSUPTO& INCLUSIVEOF20mABOVEPLINTHLEVELinany shape, position, thickness etc. all complete as specified, shownanddirected.ALLMATERIALSINCLUDING CEMENTSUPPLIEDBYTHECONTRACTOR. |
| 185 | CONTROL ROOM BUILDING(SUPERSTRUCTURE) |
| 186 | Construction of Control Room Building as per drawings and specification. Building work for all Superstructure works INCLUDING CENTERING & SHUTTERING , Reinforcement , masonry work, partition wall, Plastering & pointing, flooring, Floor finishes, Door & windows, rolling shutter, false ceiling, all finishes, painting, roof treatmentcomplete in all respect etc.) |
| 187 | GUARD ROOM (SUPERSTRUCTURE) |
| 188 | Guard Roomas per drawings and specification. Building work for all superstructure works including (Reinforcement, masonry work Plastering & pointing, flooring, Floor finishes, Door & windows, painting, roof treatment, all finishes, water supply and sanitary work complete in all respect etc.) |
| 189 | HYD Bars / MS Bars |
| 190 | Supplying and placing in position HIGH YIELD STRENGTH DEFORMED STEEL BARS REINFORCEMENT of Grade Fe500D TMT conforming to IS:1786, for RCC work (excluding control room building & Guard room & boundary wall superstructure) including transporting the Steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with 18 SWG black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks etc. for all heights and depths etc. all complete as directed. SUPPLY OF ALL MATERIAL IN CONTRACTOR"S SCOPE |
| 191 | BOUNDARY WALL (SUPERSTRUCTURE) |
| 192 | compound wall (Superstructure)with RCC columns, beam, coping and Brick masonry (3.0m high)with an additional 0.6m high barbed wire & concertina coil (dia. 600mm) overhead on ‘Y’ shape structural steel frame. (SUPERSTRUCTURE ) works included (masonry work, Plastering ,painting, CENTERING & SHUTTERING complete in all respect etc.)with gate and supplying,fixingandtensioninginposition 2.5mm(12 gauge),2ply,4points,GIBarbedwire designationA-1conformingtoIS:278inhorizontalrowsandcrossdiagonalsforcompoundwall"Y"shaped overhang etc. with necessary GI staples, clips and pins,GIstrainingboltsandbindingwirewithalllabourand materialsetc.completeasperdrawings,specifications anddirectionsofEngineer-in-Charge.(Thebarbedwire shallbemeasuredinlinearlengthofthebarbedwire actuallyfixed)Supplying, fabricating and fixing in position structural steel line posts, straining posts, struts for "Y" shaped overhang etc.conformingtoIS:2062overbrick/stoneMasonry/ RCCcompoundwalls/columns,cuttingtorequiredsize asperdrawingsandspecifications,weldingwhere necessary, embedding in position, holding to correct level andline,anyauxiliarystructurefordummysupports, drillingholesandpaintingasperpaintingspecification attachedwithtender,cuttingbrick/rubble/concrete surfaces if necessary, grouting with M20 grade concrete includingcostofgroutwithalllabourandmaterialetc. complete as per drawings, specifications and directions of Engineer-in-Charge.( All materials including cement shall be supplied by contractor). |
| 193 | STRUCTURALSTEELWORKS(REFER TE SPECIFICATION ) |
| 194 | Supplying, fabricating and erectingof structural steel andapplyingCOATING(Post-erection/Field) ofapprovedqualityandshadeasperTE Specification or Job Specifications, wherever applicable) over the coat of shopprimeralreadyapplied,includingstorage,surface preparation,degreasing,cleaning,drying,providing necessary arrangement for access, testing etc. including touchingupofshop forsteel structures(Including Wicket Gate, Main Gate and emergency gate, excludingladders,spiralstairways&hand rails) at all location & levels, all complete as specified, for UNIT(INLAND)areasconsideringenvironment classificationasINDUSTRIAL.SUPPLYOFALL MATERIALINCONTRACTOR"SSCOPE.(Unitrate based on Structural steel weight) |
| 195 | MISCELLANEOUSSTEELWORKS(REFER TE - SPECIFICATIONS ) |
| 196 | MS Chequered Plates |
| 197 | Supplying, fabricating and erecting in position at all levels andlocationsbolted,screwedand/orweldedM.S. CHEQUEREDPLATESofanythicknessinwalkways, platforms, stairtreads or any other place as directed, etc. cuttingtorequiredsize,shape,makingholes,notches, openings of required size, nosing, straightening if required, making the edges smooth, removing the burrs, fixing, welding, preparation and submission of fabrication drawingsandpreparingthesurfacesforpaintingand applyingshop primer as per TE Specificationafter fabricationandreturnofunused/scrap/unserviceable chequeredplatestoOwner"sstoreandmaterial reconciliation etc. all complete as specified and directed |
| 198 | Anchor Bolts |
| 199 | Supplying, fabricating, fixing and keeping in position at all levels and locations THREADED ANCHOR BOLTS of alldiametersandnomenclatureincludingnuts,washers, anchor plates, pipe sleeves etc. in foundations, columns, pedestals, slabs, beams, walls etc. or any other place as directed including handling & transporting, straightening ifrequired,turningfromrelevantsizeM.S.roundsto requireddiameter,threading,welding,providing necessarytemplatesandauxiliarydummystructures, if any,necessarytyingandweldingwithreinforcement, adjustmentofshuttering&reinforcement/anyother fixture,greasingexposedmetalsurfaces,coveringbolts and packing the sleeves with jute cloth etc. all complete as specified and directed.(SUPPLY OF ALL MATERIALS INCONTRACTOR"SSCOPE). |
| 200 | MS Metal Inserts |
| 201 | Supplying,transporting,storing,fabricatingandfixingin positionM.S.METALINSERT(withlugs)ofanyshape madeoutofflats,plates,rolledsections,pipesetc. providingnecessarytemplates,staging,cutting,straightening, if required, bolting, welding as required and embeddinginpositiononbothPlainandReinforced Cementconcretemembersinclusiveofadjusting shuttering&reinforcement/anyotherfixture,weldingwherenecessary,tyingandholdingtocorrectlevel,line andposition,anyauxiliarydummystructurestosupport the heavy inserts, painting exposed surfaces with a coat ofprimerasperTESpecification all completeforalldepthsandheightsasspecifiedand directed.(SUPPLYOFALLMATERIALSIN CONTRACTOR"SSCOPE). |
| 202 | MS Grating |
| 203 | Supplying, fabricating and erecting in position at all levels andlocationsELECTROFORGEDGALVANISED GRATING(purchasedfromapprovedmanufacturerby theContractor)conformingtoTE STANDARD(inwalkways,platforms,stairtreadsetc.) includingcuttingtorequiredsize,shape,makingholes, notches, openings of required size, nosing, straightening ifrequired,makingtheedgessmooth,removingthe burrs,fixingwithmanufacturer"ssuppliedgalvanised clamps,preparationandsubmissionoffabrication drawings,allcompleteasspecifiedanddirected (SUPPLYOFALLMATERIALSINCONTRACTOR"S SCOPE). |
| 204 | Hand Railing 1000mm |
| 205 | Supplying, fabricating and fixing in position at all locations 1000mm high INCLINED HAND RAILING (for staircases)consistingoftoprail,midrailandverticalposts (Maximumspacing1500mmc/c)with32mmnominal diametermediumgradeM.S.Tubesconformingto IS:1239includingstraighteningifrequired,cutting,bending,welding,bolting,groutingwithordinarygrout, cleaning, surface preparation, hot-dip galvanising (80-85 micron as per IS:4759, IS:2629, IS: 4736, IS:2633), shop primer (1 coat of P6 of 40 micron) as per TE SPEC.preparationand submissionoffabricationdrawingsetc.allcompleteas specified,shownanddirected.(SUPPLYOFALL MATERIALSINCONTRACTOR"SSCOPE).(Complete handrail work shall be measured as length of top rail only andnotlengthofeachelementfixed). |
| 206 | Supplying, fabricating and fixing in position at all locations 1000mmhighHORIZONTALHANDRAILING(for platforms,walkways,etc.oranyotherlocationas directed) consisting of top rail, mid rail and vertical posts (Maximumspacing1500mmc/c)with32mmnominal diameter medium grade MS Tubes conforming to IS:1239 and100x5MSToePlateconfirmingtoIS:2062(Grade A/B), including straightening if required, cutting, bending, welding,bolting,groutingwithordinarygrout,cleaning, surface preparation, hot-dip galvanising (80-85 micron as per IS:4759, IS:2629, IS: 4736, IS:2633), shop primer (1 coat of P6 of 40 micron) as per TE standard drawing & specification,preparationandsubmissionof fabrication drawings etc. all complete as specified, shown anddirected.(SUPPLYOFALLMATERIALSIN CONTRACTOR"SSCOPE).(Completehandrailwork shall be measured as length of top rail only and not length ofeachelementfixed). |
| 207 | CHAIN LINK FENCING |
| 208 | Supplying, fabricating and fixing G.I. chain link fencing with 3.5mm dia. wire, 50x50mm diamond mesh chain link fence fabric conforming to IS:2721 fixed to steel/RCC posts/struts above ground level, including supply of chain link fencing fabric in 1.9 metre wide rolls, stretcher bars, staples, etc. required for fixing the fencing, fixing of chain link fencing between straining posts, fixing of bottom of fencing in cement concrete 1:2:4 blocks and painting with synthetic enamel etc. , including supply and fixing line wires, complete as per drawings, specifications and directions of Engineer -in-Charge (All materials shall be supplied by Contractor). (The measurement of chain link fencing shall be on linear basis for 1.9 m wide fencing fabric) |
| 209 | ROADS & FLEXIBLE PAVEMENT (UPTO WBM LAYER) |
| 210 | Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth outside the property boundary in the un-disputed areas as directed by Engineer-In-Charge. |
| 211 | Supplying and laying of stone aggregate of 63mm down to 45mm size for WBM layer Base Course, tough, sound, clean and durable including cost of stone aggregate, all royalties, taxes, handling, transportation to site, unloading the same by the side of road with all leads and lifts, spreading and laying to form water bound macadam in one layer of 75mm compacted thickness to proper grade, camber and level, filling voids with screenings and binding material of plasticity index upto 6%, including cost of supply of screening and binding material, consolidating with power driven road roller, watering, with all leads and lifts etc. complete as per drawings, specifications and directions of Engineer-in-Charge |
| 212 | CONCRETE PAVEMENTS |
| 213 | Construction of dry lean cement concrete (DLC) sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. |
| 214 | Providing and laying Reinforced Cement Concrete with 20mm and down size graded crushed stone aggregates in flooring, pavements etc. including leaving pockets, if necessary, making recess/drains, laying in alternate panels, etc. for all depths including shuttering, tamping, curing, providing dowel bars with sleeves/tie bars etc where ever required at site. as specified in any shape, thickness, position and finishing the top surface smooth etc. all complete as per drawings, specifications and directions of Engineer-in-Charge. For RCC of M-30 grade concrete (all materials including cement but excluding cost of providing & fixing reinforcement and joint sealing shall be supplied by the contractor). |
| 215 | Providing 20mm wide Expansion Joints in pavement slabs as pergeneral technical specification including cleaning the joints of all loose material, filling with 20mm thick impregnated fibre boards for the full depth of slab except for 25mm depth from top and sealing the top 25mm with approved Joint Sealing Compound as per IS:1834 Type-B etc. all complete as per drawings, specifications and directions of Engineer-in-Charge |
| 216 | Sealing joint around pedestal and column etc. 20mm wide x 150 mm deep including filling with 20mm thick impregnated fire board for the full depth of slab except for 25mm depth from top and sealing the top 25mm with approved joint sealing compound as per IS:1834 Type-B. |
| 217 | RCC PIPE CULVERTS & ELECTRICAL ROAD CROSSINGS ETC. (as per drawing & TE specification) |
| 218 | Supplying and laying in position RCC pipes with collars conforming to IS:458 for pipe culverts, cable crossings etc. including cutting the pipe if necessary, lowering, laying in position to proper levels, slopes etc. caulking the joints with spun yarn soaked in neat cement slurry and finishing with cement mortar 1:2 (1 cement : 2 sand) curing etc. all complete as per drawings, specifications and directions of Engineer-in-Charge. For following Class and Internal PIPE DIA (MM). ( Dia (internal) - 500 mm, Pipe Class - NP3 ) |
| 219 | U/G AND A/G G.I. PIPELINE SYSTEM - WATER SERVICES tender specification |
| 220 | Supplying and laying mild steel galvanised pipes conforming to IS:1239 (heavy grade) and fittings conforming to IS:1239/ ASTM A105 (Galvanized) and as per piping materials specification Class including supply of teflon tapes, white lead, etc. cutting the pipes to required lengths, making threads, earthwork in excavation for trenches, valve pits, etc. in all types of soil excluding soft and hard rock including laying of pipes in trenches, joining the pipes and fittings with threaded connections, hydrostatic testing of the piping, backfilling the trenches with selected/approved earth fill material, cutting of roads wherever required, making good the road surface after laying, disposal of surplus earth within a lead of 500 m, etc. including supply of necessary fittings etc. complete as per specifications, drawings and directions of Engineer-in-Charge. For following Nom.Size in mm. ( Nom. Dia - 50 mm, Pipe class - J2A ) |
| 221 | Supplying and laying above ground mild steel galvanised pipes conforming to IS:1239 (heavy grade) and fittingsconforming to IS:1239/ASTM A 105 (GALVANISED) and as per piping materials specification Class including supply of teflon tapes, white lead, etc. cutting the pipes to required lengths, making threads, including laying of pipes on sleeper, walls, including erecting piping on columns, etc. for pump station, overhead tanks, etc. including joining the pipes and fittings with threaded connections, hydrostatic testing of the piping including supply of necessary fittings etc & pipe supports. complete as per specifications, drawings and instructions of Cement Supplied by contractor ( Nom. Dia - 50 mm, Pipe class - J2A ) |
| 222 | MISC. CIVIL AND STRUCTURAL WORKS FOR U/G PIPING AND OTHER CIVIL WORKS |
| 223 | Providing and laying brick masonry with locally available bricks of specified class (Brick of class lower thanspecified shall not be accepted) in cement mortar 1:4 (1 cement : 4 Coarse sand) in one or more brick thickness and in any shape in foundation and plinth for valve pits, drains, circular/square manholes, wing walls, etc. including providing recesses, openings, etc. including curing, finishing the joints flush below ground level and raking out joints in plinth with all labour and material, etc. complete as per drawings, specifications and direction of Engineering-Charge. For following Brick Class. All materials including cement supplied by the Contractor and. ( Brick Class - 5 ) |
| 224 | Providing 13mm thick average cement plaster in cement mortar 1:3 (1 cement: 3 sand) on brick walls/stonemasonry/pitching or on concrete surfaces for manholes, valves pits, culverts, wing walls, etc. including cleaningand preparation of the surface, scaffolding, curing etc. for all depths and heights complete as per drawings specifications and direction of Engineer-in-Charge. All materials including cement supplied by the Contractor. |
| 225 | UNDERGROUND SEWER SYSTEM - RCC PIPES |
| 226 | Supplying and laying underground R.C.C. pipes sewers with socket and spigot ends conforming to IS:458 of approved make, to proper grade and alignment, including earthwork in excavation in all types of soil except soft and hard rock for pipe trenches, etc. including dewatering, shoring and shuttering if necessary, dressing of sides, leveling, grading and ramming of bottoms, cutting the R.C.C. pipes to required lengths, lowering the pipes, jointing, including connecting the pipes to manholes and grouting the pipe body with manhole wall using cement mortar 1:2 (1 cement : 2 sand), testing, draining of water and cleaning of pipe after testing, backfilling the trenches with select material from available excavated soil including re excavating the deposited soil excavated earlier breaking clods and laying in layers of 15cm compacted thickness , watering and compacting with mechanical means like vibro rammers etc. to 90% standard proctor density as per IS:2720 Part-VII, making good the surface, including cutting of roads wherever required and making good the same, disposal of surplus earth/ unserviceable material to demarcated area anywhere within the complex limit etc. complete for all depths as per drawings, specifications and instructions of Engineer-in-Charge.(All material shall be supplied by contractor) For following Pipe size (mm) and Class(The following pipe sizes are all internal diameter of the pipes) |
| 227 | ( Dia (Internal) - 100 mm, Piping Material Class - NP2 ) |
| 228 | ( Dia (Internal) - 150 mm, Piping Material Class - NP1 ) |
| 229 | ( Dia (Internal) - 450 mm, Piping Material Class - NP2 ) |
| 230 | UNDERGROUND SEWER SYSTEM-HDPE PIPES |
| 231 | UNDERGROUND SEWER SYSTEM-HDPE PIPES :- Supplying and laying HDPE pipes conforming to IS:4984 of approved make to proper grade and alignment, including earthwork in excavation for trenches etc. in all types of soil except soft and hard rock including dewatering till completion of subsequent works, shoring and strutting, if necessary, dressing the sides, leveling, grading and ramming the bottom, jointing the pipes using hot plates as per manufacturer"s recommendation, lowering, providing and laying 1:5:10 (1 cement : 5 sand : 10 aggregate) plain cement concrete of minimum 100mm thickness on bottom and side of pipe as directed, connecting the pipes to manholes and grouting the pipes to manhole/valve chamber walls, including supplying and fixing the specials and fittings, such as bends, reducers, tees, elbows, caps etc. conforming to IS:8008 or fabricated from pipes as per specification, supplying and fixing of flanges, fixing of online valves, including fixing of bolts, nuts and gaskets etc. as per specifications, testing, draining of water and cleaning of pipes after testing, backfilling the trenches with select material from available excavated soil including re excavating the deposited soil excavated earlier breaking clods and laying in layers of 15cm compacted thickness, watering and compacting with mechanical means like vibro rammers etc. to 90% standard proctor density as per IS:2720 Part-VII, making good the surface, disposal of surplus earth/ unserviceable material to demarcated area anywhere within the complex limit, cutting of road wherever required, making good the same etc. complete for all depths as per drawings, specification and instruction of Engineer-in- Charge. For the following nominal diameter (mm) Pressure Rating(Kg/Cm2). ( Dia (Internal) - 80 mm, Pressure Rating - 2.5 Kg/sqcm ) |
| 232 | PLUMBING AND BUILDING DRAINAGE |
| 233 | Supplying and fixing approved quality Cast Iron soil/waste pipe conforming to IS:1729 below ground with necessary specials, bends such as Y-junction, T- junction (both single and double) including plugs, shoes, cowls, jointing with lead caulked joints and testing, cutting in floors, earth work in excavation, encasing the pipe in 50mm THK, PCC M20, backfilling and removal of surplus earth upto a lead of 50M etc. complete as per drawings, specifications and directions of Engineer-in-Complete |
| 234 | 100mm dia (All materials including cement supplied by contractor) |
| 235 | 80mm dia (All materials including cement supplied by contractor) |
| 236 | Supplying and fixing gun metal globe valve conforming to IS:778, complete as per specifications and directions of Engineer-in-Charge. |
| 237 | Dia - 50 mm |
| 238 | Constructing of brick masonry valve chamber in 1:4 Cement mortar(1 cement: 4 sand) with CI frame & cover fixed on M-20 grade cement concrete , necessary excavation, M-20 grade foundation concrete, 13mm thick 1:3 cement plaster on inside & all exposed surfaces, backfilling, removal of surplus earth for all leads within the complex limit etc. complete as per standards, drawings, specifications and directions of Engineer-in-Charge. For following Valve size and Brick Class (All materials including Cement supplied by contractor ) |
| 239 | Dia - 50 mm, Brick Class - 5 ) |
| 240 | Providing and fixing approved stone ware 100mmx100mm dia. gully trap as per tender specification, including grating with CI frame and cover 300mmx300mm including brick masonry (brick class shall be as mentioned below) chamber in 1:4 cement mortar( 1 cement: 4 sand) on M-20 grade cement concrete foundation, plastered inside and outside surfaces with 1:3 cement mortar (1 cement: 3 sand) with 13mm average thickness including providing and fixing light duty CI frame and cover, painting CI frame and cover with two coats of chlorinated rubber zinc phosphate primer @ 40µ DFT per coat and finish painting consists of two coats of chlorinated rubber paint @40µ DFT per coat, earth work in excavation, backfilling, removal of surplus earth, benching with M-20 grade cement concrete and rendering smooth with a neat coat of cement slurry etc. all complete as per drawings, specifications and directions of Engineer-in-Charge |
| 241 | All materials including cement supplied by contractor and ( Brick Class - 5 ) |
| 242 | Construction as per(Design basis & general technical specification) of brick masonry (brick class shall be as mentioned below) inspection chambers/manholes of 750mmx750mm internal size 1000mm deep(Max.) in cement mortar 1:4 (1 cement: 4 sand) with CI frame and cover 500mm clear dia, (circular Medium duty of grade MD-10) conforming to IS:1726 fixed on RCC slab of M-30 grade, necessary excavation, supplying, fixing 4 Nos. 16mm dia M.S. rungs, M-20 grade foundation concrete 1:3 cement mortar(1 cement: 3 sand) plastering of 13mm average thickness for inside & 16mm avg. thickness for outside exposed surfaces, backfilling, disposal of surplus earth upto a lead of 100M, benching with M-20 grade cement concrete and rendering smooth with a neat coat of cement slurry, painting the C.I.frame and cover with two coats of chlorinated rubber zinc phosphate primer @ 40µ DFT per coat and finish painting consists of two coats of chlorinated rubber paint @40µ DFT per coat etc. all complete as per drawings, specifications and directions of Engineer-in-Charge. |
| 243 | All materials including cement supplied by contractor and ( Brick Class - 5 ) |
| 244 | Construction, supplying, installation, testing and commissioning of septic tank as per standards and IS:2470 Part-I , with all necessary accessories like inlet, outlet vent pipes, manhole covers, rungs etc. including earthwork in excavation in all type of soil except soft and hard rock, backfilling and disposal of surplus earth for all leads etc. complete as per standards, drawings, specifications and directions of Engineer-in-Charge |
| 245 | All material including cement supplied by contractor for ( Users - 10 NOS ) |
| 246 | MISCELLANEOUS ITEMS |
| 247 | Supplying and fixing in position entrance gate in complex boundary wall fencing manufactured out of steel frame work and square MS bars of 20 mm at 100 c/c and horizontal name plate band at lock rail level suitably hinged with box type steel post embedded in cement concrete i.e. providing the tension bar for smooth operation and locking arrangement etc. complete as per tender specification, including painting with two coats of anti-corrosive paint and two coats of approved aluminium/synthetic enamel paint etc. complete as per drawings, specifications and directions of Engineer-in-Charge. |
| 248 | 4.0M clear opening width of gate in two panels. |
| 249 | Supplying & Laying interlocking Paver Blocks for roads, footpaths and any other place etc. including providing 50 mm thick sand filling below Paver Blocks including compaction of sand layer, filling the joints by dry sand, providing precast kerb stone of PCC M-20 at edges, including preparation of compacted sub-grade etc. all complete as per drawing, standard and directions of Engineer-in-Charge. (All material including cement supplied by contractor, paver blocks shall confirm to IS: 15658. cloour and shape of paver block shall be as per owner requirements for following thickness of paver blocks |
| 250 | ( Thickness - 60 mm ) |
| 251 | Supplyandinstallationonterrace,highdensity polyethylene drinking water circular tank as per IS:12701 andISImarkedincludingsupplyandinstallationofall fittings,coverwithsuitablelockingarrangement,float valve,makingnecessaryholesforinlet,outletand overflowconnectionandventpipeetc.andthebase supportsfortankincludingsupplyofallnecessary material all complete as per specifications and directions of Engineer-in-charge. (Sintex or equivalent having valid ISI license) for following capacities. |
| 252 | capacity- 500 litre |
| 253 | Supplying, installation, testing and commissioning of Upflow Anaerobic Filter with bleaching tank as per TE Std. Drawing with all necessary accessories like, Upstream inlet CI piping from septic tank, Downstream outlet RCC NP2 class piping up to surface storm water drains, CI pipes for filter chamber, CI valve, RCC pre-cast pit covers, steps, perforated pre-cast slabs etc., inlet chamber, Filter chamber, deluding chamber including earthwork in excavation in all type of soil including soft rock, backfilling with murrum or approved soil arranged by the contractor, disposal of surplus earth etc. complete as per drawings, specification and direction of Engineering-Charge (All materials including cement shall be supplied by the contractor, Brick Class lower than 5.0 shall not be used). - Upto 10 Nos. user |
| 254 | DEMOLISHINGANDDISMANTLING |
| 255 | Brickwork |
| 256 | DemolishingBRICKWORK(takingallnecessarysafety precautions)foralldepthsbelowplinthlevelincluding supplyofalltoolsandtackles,necessaryscaffolding, propping, underpinning, cleaning and stacking of serviceablematerial,disposalofunserviceablematerial tospoilheapsanywherewithintheplantboundary,all completeasspecifiedanddirected.(Excavation& backfillingshallbepaidseparatelyunderrelevant items). |
| 257 | DemolishingBRICKWORK(takingallnecessarysafety precautions)forallheightsaboveplinthlevelincluding supplyofalltoolsandtackles,necessaryscaffolding, propping,underpinning,cleaningandstackingof serviceablematerial,disposalofunserviceablematerial tospoilheapsanywherewithintheplantboundary,all completeasspecifiedanddirected. |
| 258 | RCC |
| 259 | DemolishingRCCWORK(takingallnecessarysafety precautions)foralldepthsbelowplinthlevelincluding supplyofalltools&tackles,necessaryscaffolding, propping,underpinningetc.,cutting,straightening, scraping and cleaning of reinforcement bars, stacking of serviceable materials, disposal of unserviceable material tospoilheapsanywherewithintheplantboundary,all completeasspecifiedanddirected.(Excavation& backfillingshallbepaidseparatelyunderrelevant items). |
| 260 | DemolishingRCCWORK(takingallnecessarysafety precautions)forallheightsaboveplinthlevelincluding supplyofalltools&tackles,necessaryscaffolding, propping,underpinningetc.,cutting,straightening, scraping and cleaning of reinforcement bars, stacking of serviceable materials, disposal of unserviceable material tospoilheapsanywherewithintheplantboundary,all complete as specified and directed. |
| 261 | PCC |
| 262 | DemolishingPLAINCEMENTCONCRETEwork(taking allnecessarysafetyprecautions)foralldepthsbelow plinthlevelincludingsupplyofalltools&tackles, necessaryscaffolding,propping,underpinningetc. disposalofunserviceablematerialtospoilheaps anywherewithintheplantboundary,allcompleteas specifiedanddirected.(Excavationandbackfillingshall be paid separately under relevant items) |
| 263 | MISCELLANEOUSITEMS(REFER TE SPECIFICATION ) |
| 264 | Sand Filling |
| 265 | Supplying and filling approved SAND of specified quality under floors, in foundations, plinths, tank foundations etc. for all depths and heights including cost of sand,royalties,transportationtositeforallleadsandlifts, including loading, unloading, spreading in layers of loose thickness notexceeding150mm,watering,ramming,compacting withmechanicalcompactorsand/orotherequipmentto the specified levels to achieve 85% relative density as per IS:2720 Part XIV,including preparation of subgrade to the required slope, providing testing apparatus and testing the degreeofconsolidationallcompleteasperdrawings, specificationsanddirectionofEngineer-in-charge. The ratesshallbeinclusiveofthecostofall labour,material,equipments etc. all complete . |
| 266 | SAND GRAVEL MIX |
| 267 | Supplying and filling sand gravel mix (1:1) with approved aggregate below road, RCC pavement, manholes, pits, foundations, bedding of UG piping etc. in layers of 150 mm loose thickness (maximum) including watering, ramming, rolling, compacting to achieve 85% relative density as per IS 2720 Part-XIV, quarrying, royalties, transportation, handling, etc. all complete as per drawings, specifications and directions of Engineer-in- Charge. (The rate shall be inclusive of the cost of all labour, material, equipment etc. all complete) |
| 268 | GROUTING WITH NON-SHRINKABLE COMPOUND |
| 269 | Providing and laying manually or by pumping at all positions a ready mix non-shrink cementitious grout of compressive strength specified below for specified workse.g. pipe support, base grouting of rotating equipment and other installation complete in all respects as per scope of work, detailed construction drawings , technical specifications and directions of the Engineer-In-Charge. |
| 270 | Having compressive strength of 30 N/mm2 , Per bag of 25 Kg |
| 271 | Having compressive strength 45 N/mm2 , Per bag of 25 Kg |
| 272 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains, SS trench of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. |
| 273 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, leve and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 274 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000x450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos. cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of the Engineer-In-Charge. |
| 275 | Borewell and recharge well |
| 276 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job all complete as per drawing, direction of Engineer -in-charge, in all types of soil : |
| 277 | Supplying, assembling, lowering and fixing in vertical position in bore well, Un-plasticized PVC medium well casing (CM) pipe of required dia, conforming to IS:12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of the Engineer-In-Charge. |
| 278 | Providing and fixing Bail plug/ Bottom plug of required diameter to the bottom of pipe assembly of tubewell as per IS:2800 (Part-I). :150mm dia |
| 279 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of the Engineer-In-Charge. |
| 280 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of the Engineer-In-Charge. |
| 281 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of the Engineer-In-Charge. |
| 282 | Gravel packing in tubewell construction in accordance with IS:4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of the Engineer-In-Charge. |
| 283 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia, conforming to IS:4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of the Engineer-In-Charge. 150 mm nominal size dia having minimum wall thickness 5.00 mm |
| 284 | Supplying, assembling, lowering and fixing in vertical position in bore well, Un-plasticized PVC medium well casing (CM) pipe of required dia, conforming to IS:12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of the Engineer-In-Charge. 150 mm nominal size diameter |
| 285 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/ 3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS:8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of the Engineer-In-Charge. 150 mm nominal size diameter |
| 286 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of150 mm diameter |
| 287 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS:2800 (Part-I), including necessary bolts & nuts of required size complete 150 mm diameter. |
| 288 | Supply, Installation and commissioning of 1.5HP Borwell Submersible Pump |
| 289 | Supply and Installation of 3Cx10Sqmm Copper Flat Cable |
| 290 | LANDSCAPING |
| 291 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). |
| 292 | Fine dressing of the ground. |
| 293 | Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge |
| 294 | Conducting topographical ground/land survey in the specified area as shown in the tender drawings by conventional/GPS or any other standard method, covering details of physical features like Rivers, Nallahs, Lakes, Ponds, wells, pits, Forest, Trees, Roads, culverts, transmission lines, telegraph/ telephone and electric poles, underground or any other services, cross drainage works including cross sectional details of nallah etc. including establishing high flood level with source of information, identification of any monument, historical structure, wild life sanctuary in the vicinity, storm water disposal point with levels, cross-section details of nallah, recording spot levels, top level of nearest state highway or National Highway, including providing in tabulation girth wise no. of trees etc as specified, plotting and developing topographical contour maps, showing true north including establishing survey reference stations, key plan etc. including all equipment"s, instruments, personnel"s, clearing of bushes as per requirement for intervisibility to carry out survey work etc. , complete work in all respects as per drawings, specifications and directions of Engineer-in-Charge including submitting hard copies of drawings/map and supply of electronic files. Note: Survey work shall be carried out by survey agency approved by Contractor and sample spot witness of levels cordinates by PMC, and shall be submitted to PMC/Owner for review.Survey drawing will be provided in A0 size with clear visibility of all the spots/levels/ contoure and Bench marks. Permanaet bench mark will be stabished at site in a 450x450 mm size 600mm high bick masonry piller. |
| 295 | GEO TECHNICAL INVESTIGATION(Z/02/0022 ) |
| 296 | Conducting soil investigation with boring including all field tests and laboratory tests, mobilization and demobilization of equipments & personnel etc. for soil investigation for each borehole location. complete work in all respects as per drawings, specifications and directions of Engineer-in-Charge including submitting hard copies of Reports & recommendations and supply of electronic files. |
| 297 | ANTI-TERMITE TREATMENT |
| 298 | Supplying chemical emulsion in sealed containers including delivery as specifiedin the Technical Specifications. |
| 299 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% |
| 300 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : |
| 301 | Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. as per Techinal specifications and direction of engineering in charge: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 302 | Treatment of soil under floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the floor: |
| 303 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 304 | Supply and installation 60mm dia GI pipe for column support of gate |
| 305 | Supply and installation 100mm dia MS pipe |
| 306 | Supply and installation 50mm dia MS pipe |
| 307 | Supply and installation of U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 75 mm dia for weep holes |
| 308 | Sub-Total Section C |
| 309 | SECTION-D [CATHODIC PROTECTION WORKS] |
| 310 | Cathodic Protectin system |
| 311 | Design, Detailed Engineering, Survey, Supply, Installation, Testing and commissioning & Monitoring of the temporary cathodic protection [TCP] system using galvanic anodes to protect the external surface of the pipeline against soil-side corrosion for minimum 2 year or till commissioning of permanent CP system whichever is later . All work shall be carried out conforming to the Scope of work, Design Basis, Data Sheets, specification, standard drawings and vendor list as attached with this tenderand provisions of GCC, SCC including Technical specifications, including supply of all materials, equipment, consumables, start up/commissioning spares etc. including transportation, storage of materials at site, manpower, in line with direction of Engineer In-charge. |
| 312 | Design, Detailed Engineering, Survey, Supply, Installation, Testing and commissioning of permanent cathodic protection system for 40 years. The scope of work also includes post commssoning surveys and repair of coating/ rectification of cathodic protection system based on the post commissioning surveys. In additon to the same, AC Interference study on the pipelines to be performed and mitigation measures takes to the satisfaction of Owner/ CONSULTANT. All work shall be carried out conforming to the Scope of work, Design Basis, Data Sheets, specification, standard and vendor list attachedand provisions of GCC, SCC including Technical specifications, including supply of all materials, equipment, consumables, start up/commissioning spares etc. including transportation, storage of materials at site, manpower, in line with direction of Engineer In-charge. |
| 313 | Sub-Total Section D |
| 314 | SECTION-E [ELECTRICAL WORKS] |
| 315 | ELECTRICAL |
| 316 | SWITCH BOARDS / UPS SYSTEM/ PANEL |
| 317 | Supply , Installation, testing and commissioning of LT Switch-boards, AC UPS system with UPS Distribution board & Ni-Cd Battery banks, distributionboards,cubicles withelectricalequipment,misc.electrical panelsetc.,includingtransportationfromstore/yardto siteattheplaceofinstallation,unpacking,assembly, including mounting and wiring of loose parts supplied by equipmentvendor,interconnectionofshippingsections andrequisiteinter-panelwiringbetweenshipping sections,includingsupplyofallwiringmaterials, installation on foundations or fixing to wall or steel structures,aligning, levelling, grouting, including all labour andmaterials,asperapproveddrawings,specifications of this tender and directions of Engineer-in-Charge. |
| 318 | Supply , erection , termination , earthing (as per SLD) and commissioning of floor mounted MEDB |
| 319 | Supply , erection , termination , earthingand commissioning of wall mounted OLDB as per single line diagram of DT stations |
| 320 | Supply , erection , termination , earthingand commissioning of wall mountedILDB as per Single line diagram of DT stations |
| 321 | Supply , erection , termination, earthingand commissioning of wall mounted SSDB as per Single line diagram ofDT stations |
| 322 | Supply , erection , termination , earthingand commissioning of wall mounted AC DB as per Single line diagram ofDT stations |
| 323 | Supply , erection , termination , earthing (as per SLD)offloor mounted Parallel redundant AC UPS system (Min Capacity 6 KVA) with UPS DB as per the Tender specification. Refer PTS- AC UPS System ,and SLD of DT stations |
| 324 | Supply , erection , termination , earthing (as per SLD)of Floor mounted 2x50% Ni-Cd Battery bank of 12 hours back up time with FLP Battery Junction box as per PTS - Electricalpackage and PTS- AC UPS System for DT stations. |
| 325 | Supply , erection , termination , earthing (as per SLD)offloor mounted Parallel redundant AC UPS system (Min Capacity 1 KVA) with UPS DB as per the Tender specification. Refer PTS- AC UPS System ,and SLD of RT stations |
| 326 | Supply , erection , termination , earthing (as per SLD)of Floor mounted 2x50% Ni-Cd Battery bank of 12 hours back up time with FLP Battery Junction box as per PTS - Electricalpackage and PTS- AC UPS System for RT stations. |
| 327 | Supply , erection , and commissioning of 415 V SFU as per Single line diagram of DT stations including liasioning with SEB as per Tender specification and direction of Engineer- In charge. |
| 328 | POWER AND CONTROL CABLE |
| 329 | Supply , laying , termination , erection and testingof 1.1 KV Power and control FRLS PVC Outersheath, XLPE insulated, armored Cables . Outdoor cable will be laid in buried cable trench and in Indoor cablewill be laid in Cable trench by provision of Cable tray and supports inside the trench as per PTS - Electrical package P.017110 G 11077 E002 |
| 330 | 3.5C x 95 sqmm AL FRLS XLPE |
| 331 | 3.5C x 70 sqmm AL FRLS XLPE |
| 332 | 3.5C x 50 sqmm AL FRLS XLPE |
| 333 | 3.5C x 25 sqmm AL FRLS XLPE |
| 334 | 4C x 16 sqmm CU FRLS XLPE |
| 335 | 3C x 2.5sqmm CU FRLS XLPE |
| 336 | 3C x 6sqmm CU FRLS XLPE |
| 337 | 4C x 6 sqmm CU FRLS XLPE |
| 338 | 2C x 6 sq.mm CU FRLS XLPE |
| 339 | 2.5 sqmm Cu. Wire |
| 340 | 6 sqmm Cu. Wire |
| 341 | Earthing & Lightning |
| 342 | Supply , Installation , testing and comissioning of GI Earth electrodes& Cu plate type earth pit complete with earth pit as per IS 3043, PTS-Electrical package and all necessary material including exacavation of earth pit , filling with charcol and salt , back filling, brick work , connections including all labour and materials as approved drawing and specification of this tender and direction of Engineer-In charge. |
| 343 | GI Earth Electrodes |
| 344 | 65mm dia x 3000 mm L GI pipe electrode type Earth pit |
| 345 | Cu plateEarth Electrode |
| 346 | 600x600x3mm Cu plate type Earth pit |
| 347 | Earth strip and wire |
| 348 | 50x 6 mm GI Flat strip |
| 349 | 25 x 6 mm Cu Flat strip |
| 350 | 2.5 Sqmm Cu wire |
| 351 | 25 x 6 mm GI Flat strip |
| 352 | 10 Sq.mm earthing cable |
| 353 | GI Earth Bus 50x 6 Sq.mmwith all installation assesories |
| 354 | Cu. Earth Bus 50x 6 Sq.mmwith all installation assesories (in control room) |
| 355 | 25x3 mm GI Flat for Lightning as well as down conductors for DT station as per overall earthing layout and GGNG-E-20713-3007 |
| 356 | Other lightning assesories like 20mm dia copper rod, hollosphere ,200x200x6mm ms plate ,anchor/fastner ,test linksfor DT station as per overall earthing layout and GGNG-E-20713-3007 |
| 357 | OUTDOOR Lighting |
| 358 | Supply , erection , Testing & commissioning of Outdoor area lighting system including with supply of flameproof / weather proof light fixture, pole , junction box and earthingincluding supply of all necessary hardware , transportation at the place , un packing and all labour and materials as per approved drawings and PTS- Electrical package of this Tender & Overall outdoor lighting layout of DT & RT station and directions of Engineer- In charge. |
| 359 | 100W FLP LED Fixture & FLP Junction box with 4.5 mtr high pole with all assesories for hazardous area in DT Stations. |
| 360 | 1x100W FLP LED Solar type Fixture & FLP Junction box, VRLA Battery (72 hrs backup time) inside FLP Box with 4.5 mtr high pole with all assesories for hazardous area in DT Stations. |
| 361 | 1x100W FLP LED Solar type Fixture & FLP Junction box, VRLA Battery (72 hrs backup time) inside FLP Box with 4.5 mtr high pole with all assesories for hazardous area in RT Stations. |
| 362 | 1x160W FLOODLED Fixture with weather proof junction box & 9 mtr high pole with all assesories foropen area |
| 363 | 1x70 WSolar type Street LED Fixture with weather proof junction box, VRLA Battery (72 hrs backup time) & 9 mtr high pole for street lighting |
| 364 | 1x27 WPost Top Lantran LED Fixture for Gate with weather proof junction boxfor Gate lamp |
| 365 | 1x36 W LED industrial fixture suitable to building parapet /wall with all assesories like weather proof junction box/clamp/reducer/ |
| 366 | INDOOR Lighting |
| 367 | Supply, erection, Testing & commissioning of Indoor buildingarea lighting system including with supply oflight fixture, point wiringincluding supply of all necessary hardware , transportation at the place , un packing and all labour and materials as per approved drawings and PTS- Electrical package of this Tender and directions of Engineer- In charge. |
| 368 | 2x20 W LED recessed decorative fixture for control room |
| 369 | 2x20W LED Industrial Fixture for Electrical room |
| 370 | 1x40W LED FlameproofFixture for Battery room |
| 371 | 2x18W LED Industrial Fixture for Varanda/Toilet/ water cooler area/ Guard room |
| 372 | 1x36W LED Industrial Fixture |
| 373 | 2x20 W LED recessed decorative fixture with inbuilt battery backup (during availibility of normal power, fixture will take power from normal source and also charging the inbuilt battery. When normal power is not available, fixture will take power from the inbuilt battery) control room. |
| 374 | 2x20W LED Industrial Fixture with inbuilt battery backup (during availibility of normal power, fixture will take power from normal source and also charging the inbuilt battery. When normal power is not available, fixture will take power from the inbuilt battery) for Electrical room |
| 375 | 1x40W LED FlameproofFixture with inbuilt battery backup (during availibility of normal power, fixture will take power from normal source and also charging the inbuilt battery. When normal power is not available, fixture will take power from the inbuilt battery) for Battery room |
| 376 | Switch socket |
| 377 | Supply and Installation of single/ three phase Switch socketas per Indoor Illumination layout for DT & RT and PTS-Electrical Package and directions of Engineer-In Charge |
| 378 | 5/15Asurface type switch socket (1 Ph) |
| 379 | 5Aflush type switch socket (1 Ph) |
| 380 | 16A Switch socket (I Ph) |
| 381 | 20A Switch socket for AC (1 Ph) |
| 382 | Flame proof Junction box for Exhaust fan in Battery room |
| 383 | 32A Switch socket for welding receptacles (3 Ph) |
| 384 | Modular switch board |
| 385 | FANS and Exhaust FAN |
| 386 | Supply ,Installation and testingof Ceiling FanandExhaust fan with louvers including all labours and materialsas perIndoor Illumination layout for DT and PTS-Electrical Package and directions of Engineer-In Charge |
| 387 | Ceiling Fan230V AC 1200 mm sweep |
| 388 | 450 mm FLP Exhaust Fan for Battery room |
| 389 | 200 mmExhaust Fan for Toilet |
| 390 | 300 mm Exhaust Fan for Electrical room/ CO2 room |
| 391 | Air conditioning unit |
| 392 | Supply ,Installation and testingof Five star 1.5 Ton Split AC with outdoor compressor unit including all labours and materialsas per Typical Indoor Illumination layout for DT and directions of Engineer-In Charge |
| 393 | Split Air condition Five star 1.5 Ton |
| 394 | Hardware andother Accessories |
| 395 | Supplyand Installation of Hardware and other accessories including all labours and materialsas perTender specification PTS-Electrical Package P.017110 G 11077 E002 anddirections of Engineer-In Charge |
| 396 | Rubber mat |
| 397 | Rubber hand gloves |
| 398 | Warning Marker |
| 399 | PVC Conduit with bend ,tee and other required assesories |
| 400 | CAUTION Board & Sock treatment chart |
| 401 | Cable route marker as per Standard drawing TE-IN-STD-G-0327 |
| 402 | Fire extingusher and SAND Bucket with Stand |
| 403 | Laddertype Cable tray- hot dip Galvanized Prefabricated 450 mm wide |
| 404 | Perforatedtype Cable tray hot dip Galvanized Prefabricated 450 mm wide |
| 405 | Cable Glands |
| 406 | Cable Glands : Flame proof IIA/IIB double compression type brass for out door termination of overall diameterincluding all labour and material as per approved drawings , specifications of this tender and direction of Engineer-In Charge |
| 407 | Cables with upto OD 20 mm & aboveOD 20 mm as per Single line diagram of DT & RT station |
| 408 | Cable Glands : Weather proof double compression type brass for out door termination of overall diameterincluding all labour and material as per approved drawings , specifications of this tender and direction of Engineer-In Charge |
| 409 | Cables with upto OD 20 mm to 40 mm as per Single line diagram of DT & RT station |
| 410 | Sub-Total Section E |
| 411 | SECTION-F [INSTRUMENTATION WORKS] |
| 412 | INSTRUMENTATION |
| 413 | SUPPLY |
| 414 | Supply of Pressure Transmitter along with 2 valve manifolds with all accessories as per Data sheet, PTS-Instrumentation with appendices (P.017110 G 11087 I001), Material Requisition (P.017110 G 11071 I001) and Scope of Work, including Erection, Installation, testing, site calibration and commissioning along with associated accessories, fittings, tubing etc. |
| 415 | Supply of Pressure gauge including high range along with 2 valve manifolds with all accessories as per Data sheet (P.017110 G 11087 I005), PTS-Instrumentation with appendices (P.017110 G 11087 I001), Material Requisition (P.017110 G 11071 I001) and Scope of Work, including Erection, Installation, testing, site calibration and commissioning along with associated accessories, fittings, tubing etc. |
| 416 | Supply of Pressure gauge including Low Range along with 2 valve manifolds, gauge saver with all accessories as per Data sheet (P.017110 G 11087 I005), PTS-Instrumentation with appendices (P.017110 G 11087 I001), Material Requisition (P.017110 G 11071 I001) and Scope of Work,including Erection, Installation, testing, site calibration and commissioning along with associated accessories, fittings, tubing etc. |
| 417 | Supply of temperature element (RTD) along with flanged thermowell mounted for above ground pipeline with all accessories as per Data sheet (P.017110 G 11087 I002), PTS-Instrumentation with appendices (P.017110 G 11087 I001), Material Requisition (P.017110 G 11071 I001) and Scope of Work,including Erection, Installation, testing, site calibration and commissioning along with associated accessories, fittings, tubing etc. |
| 418 | Supply of Temperature Transmitter with all accessories as per Data sheet (P.017110 G 11087 I002), PTS-Instrumentation with appendices (P.017110 G 11087 I001), Material Requisition (P.017110 G 11071 I001) and Scope of Work, including Erection, Installation, testing, site calibration and commissioning along with associated accessories, fittings, tubing etc. |
| 419 | Supply of skin type temperature element (RTD) for above ground pipeline with all accessories as per Data sheet (P.017110 G 11087 I003), PTS-Instrumentation with appendices (P.017110 G 11087 I001), Material Requisition (P.017110 G 11071 I001) and Scope of Work, including Erection, Installation, testing, site calibration and commissioning along with associated accessories, fittings, tubing etc. |
| 420 | Supply of Local control panel with all accessories as per Data sheet (P.017110 G 11087 I011), PTS-Instrumentation with appendices (P.017110 G 11087 I001), Material Requisition (P.017110 G 11071 I001) and Scope of Work,including Erection, Installation testing, commissioning, SAT of local control panel,supports/ frame fabrication, earthing and screwing plug for unused entries, paintingand integration with RTU. Termination of all Other panel SCADA hard wired signal including RS-485 signals through LCP for RTU/SCADA by Bidder. 1. Digital Barriers 2. Analog Barries 3. Relays 4. three poisition selector switch 5. LED indication lamps 6. Push buttons 7. terminal blocks 8. internal wiring 9. MCBs 10. Door switches 11. cooling Fan 12. LED lights |
| 421 | Supply of Ex-proof junction box with all accessories as per Data sheet, PTS-Instrumentation with appendices (P.017110 G 11087 I001), Material Requisition (P.017110 G 11071 I001) and Scope of Work, iincluding Erection, Installation testing, commissioning, supports/ frame fabrication, earthing and screwing plug for unused entries and painting. |
| 422 | Supply of Corrosion Monitoring system with corrosion coupon, Corrosion probe, transmitter and digital indicator (mounted in LCP) as per Data sheet, PTS-Instrumentation with appendices (P.017110 G 11087 I001), Material Requisition (P.017110 G 11071 I001) and Scope of Work, including Erection, Installation testing, commissioning, supports/ frame fabrication, earthing and screwing plug for unused entries and painting. |
| 423 | Corrosion coupon along with accessories. |
| 424 | Corrosion probe along with transmitter, digital indicator, barriers and accessories. |
| 425 | Supply of Conventional Type Microprocessor based fire detection system along with smoke detector, heat detector, cabinet, manual call point, Independent 24 Hrs battery backup with 15 min in alarm state, repeater panel and Electrical Operated Siren,exit signs and cables fromsensor ,MCP, siren, hooter to controller as per Data sheet,PTS-Instrumentation with appendices (P.017110 G 11087 I001), Material Requisition (P.017110 G 11071 I001) and Scope of Work, including Erection, Installation testing, commissioning, supports/ frame fabrication, earthing and screwing plug for unused entries and painting. |
| 426 | Controller along with cabinet along with cabling |
| 427 | Multisensor (smoke & heat) |
| 428 | WP IP 65 Manual call points |
| 429 | Ex Proof and WP IP 65 Manual call point |
| 430 | WP Hooter & Flasher |
| 431 | Repeater panel |
| 432 | Exist sign |
| 433 | Electrical siren Exd |
| 434 | 24 Hrs battery backup |
| 435 | Supply of Conventional type gas detection system along with controller, ex proof point gas detectors, beacon hooter, flasher, , cabinet, portable gas detector, calibration kit, alignment kit as per Data sheet, PTS-Instrumentation with appendices (P.017110 G 11087 I001), Material Requisition (P.017110 G 11071 I001) and Scope of Work.,including Erection, Installation testing, commissioning, supports/ frame fabrication, earthing and screwing plug for unused entries and painting. |
| 436 | Controller with cabinet |
| 437 | Point gas detectors |
| 438 | Panel Mounted hooter |
| 439 | Dual tone Hooter & Beacon Ex"d" with reset push button |
| 440 | Portable gas detecotrs |
| 441 | Calibration kit |
| 442 | Ex d Junction Box |
| 443 | Supply of Universal type Hand Held Configurators for transmitters with carrying case, rechargeable batteries (one working and one standby), and battery charger as per Data sheet,PTS-Instrumentation with appendices (P.017110 G 11087 I001), Material Requisition (P.017110 G 11071 I001) and Scope of Work |
| 444 | Supply of Instrumentation signal cable, control cable, communication cable/LAN cable, Power cables along with all sizes cable glands (WP & Exd), PVC hood, lug, ferrule, etcincluding Cable laying (buried as well as tray)along with termination, glanding, meggering and loop checking including supply of ferrule, lugs, cable tie, cable clamp, cable marker etc. as per PTS-Instrumentation with appendices (P.017110 G 11087 I001), Material Requisition (P.017110 G 11071 I001) and Scope of Work. |
| 445 | 1Px 1.5mm2 |
| 446 | 12Px 0.5mm2 |
| 447 | 1Qx1.5mm2 |
| 448 | 12Tx1.5mm2 |
| 449 | 1Tx1.5mm2 |
| 450 | 6Px0.5mm2 |
| 451 | 2Px1.5mm2 |
| 452 | Cat 5 (LAN) |
| 453 | 3C x 2.5mm2 |
| 454 | Supply & laying of Instruments cable tray with tray cover (Branch Cable tray (50mm x 50mm), Main cable tray 900 mm, cable tray 300mm, cable tray 150 mm.) as per requirement, instruments/ PGD, CCTV/ mounting poles, instrument protection sun sheds, angles, channels, MS plates & all the erection materials and as per PTS-Instrumentation with appendices (P.017110 G 11087 I001), Material Requisition (P.017110 G 11071 I001) and Scope of Work.,including installation of support, cable clamping, installation of tray cover and support painting. |
| 455 | Supply , installation & laying of tubes and fittings as per requirement and as per PTS-Instrumentation with appendices and Scope of Work C&I. SS 316L TEE (1/2”, Class 3000#, Screwed, NPTF, Seamless) ,SS316L GLOBE/BALL VALVE (1/2”, Class 800#, Screwed, NPTF, Seamless), SS316L PLUG (1/2”, Screwed, NPTM, Hex head, class 3000#), SS316L PIPE NIPPLE (½” NPTM, seamless, schedule #160) Length of the pipe nipple as per requirement, SS316L MALE CONNECTOR (1/2" OD x 1/2" NPTM), SS316L FEMALE CONNECTOR (1/2”OD x 1/2” NPTF), SS316L UNION (1/2” OD), SS316L TUBE (1/2" OD x 0.065" WT), SS316L TUBE (1/4" OD x 0.035" WT) |
| 456 | Supply of mandatory spares as per Mandatory Spare (P.017110 G 11075 I001) |
| 457 | AT Bokaro - - Installation of metering skids, metering cabinet under the supervision of skid supplier, cable laying and terminal of cable from skid junction box to metering system cabinet according to skid supplier cable schedule. Etc.including supply of all the required erection, fabrication and civil materials. |
| 458 | AT Bokaro Installation of gas chromatograph skid, analyser & controller cabinet under the supervision of skid supplier, cable laying and terminal of cable from analyser cabinet to controller cabinet according to skid supplier cable schedule. Etc.including supply of all the required erection, fabrication and civil materials. |
| 459 | AT Bokaro Installation of H2S & Moisture analyser skids, cabinet under the supervision of skid supplier, laying and terminal of cable from skid field mounted cabinet to LCP/RTU. Including supply of all the required erection, fabrication and civil materials. |
| 460 | Sub-Total Section F |
| 461 | SECTION-G [TELECOM WORKS] |
| 462 | AT SV 01 Supply of Input out puts cards in existing Remote Terminal unit along with internal wiring at site and configruation of new parameters in existing RTU as per PTS-Instrumentation with appendices (P.017110 G 11087 I001), Material Requisition (P.017110 G 11071 I001) and Scope of Work, Installation of Input out puts cards in existing Remote Terminal unit along with internal wiring at site, interfacing with LCP and configuration of new parameters in existing RTU, as per Scope of Work at SV 01 |
| 463 | 32 channels digital input cards |
| 464 | 16 Channel digital output cards |
| 465 | 12 channel Analog input cards |
| 466 | Supply Telecommunication system, SDH equipment STM-4 Based SDH Cabinet of (2000H x 800W x 800W along with 100 mm base frame) as per below configuration: - 2*STM-4 + 2*STM-1 + 8FE ports as per PTS-Telecommunication system (P.017110 G 11077 I002), Material Requisition (P.017110 G 11071 I001) and Scope of Work, including erection, testing, integration with existing NMS at Noida, Commissioning and integration with existing telecom system at SV 01 additional SFP of L4.2 for SV 01 connectivity |
| 467 | Supply of CCTV-IP based Fixed colour camera and PTZ colour camera along with power cable, communication cable at each station as per PTS-Telecommunication system (P.017110 G 11077 I002), PTS-Instrumentation with appendices (P.017110 G 11087 I001), Material Requisition (P.017110 G 11071 I001) and Scope of Work., including erection, testing, integration with existing VMS at Noida, Commissioning and integration with existing telecom system at SV 01 |
| 468 | Fixed Camera WP IP65 |
| 469 | PTZ camera WP IP65 |
| 470 | Supply of one Analog phones control room, one number in guard room and one number WP IP66 in field safe area as per PTS-Telecommunication system (P.017110 G 11077 I002) , PTS-Instrumentation with appendices (P.017110 G 11087 I001), Material Requisition (P.017110 G 11071 I001) and Scope of Work |
| 471 | Analog Phone |
| 472 | Analog Phone Ex Proof WP IP 65 |
| 473 | FXO cards |
| 474 | FXS |
| 475 | Five pair armoured telephone cable, size 0.5mm2 |
| 476 | AT Bokaro Free issue RTU by GAIL: Transportation from Gail store to site location, installation, cabling from LCP to RTU, commissioning etc. Erection, installation of RTU inside the station control room including supply of all the required erection materials, fabrication and civil works |
| 477 | Sub-Total Section G |
| 478 | Total of Section A + B + C + D + E + F + G |
| 479 | GST (CGST&SGST/UTGST or IGST) in percentage (%) on Total of SectionA + B + C + D + E + F + G above |
| 480 | Rate of Extended Stay Compensation per month beyond the time schedule and grace period mentioned in Bidding document for reasons solely attribute to Owner (exclusive of GST) Notes:- 1;- Extended Stay Compensation shall be loaded on the quoted price as per evaluation methodology. 2;- In case, no rate for extended stay compensation is stipulated, it will be considered that extended stay compensation is not required by the Bidder and the rates quoted by them shall be valid till completion of works in all respects. |
| 481 | GST (CGST&SGST/UTGST or IGST) in percentage (%) on Extended Stay Compensation at Sl. No. 480 above |
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