PRICE SCHEDULE (FOREIGN BIDDERS)Schedule of Quantities for 18” dia Rewari - Kanpur Cross Country Pipeline ( Part II)By filling and pressurizing with corrosion inhibited water including supply and maintenance of water with regular dosing of inhibitor to maintain142the effectiveness of the inhibitor water for the following details:LS 1Preserve fill&prss.CI 6 M(Pipeline Size-457 mm, Pressure in bar(g) - 0.5, Specified period - 6 Months)By filling and pressurizing with corrosion inhibited water including supply and maintenance of water with regular dosing of inhibitor to maintain143 Preserve fill&prss.CI 12 Mthe effectiveness of the inhibitor water for the following details:LS 1(Pipeline Size-457 mm, Pressure in bar(g) - 0.5, Specified period - 12 Months)Carrying out pre-<strong>com</strong>missioning checks and making the entire pipeline (including above ground and underground facility) ready for<strong>com</strong>missioning including supply of all equipment, manpower, consumables (including all types of PIGs and required materials), materials forall temporary works and performing all associated works, <strong>com</strong>plete as per the relevant specifications, other provisions of Contract documentand instructions of Engineer-in-Charge.144 Dewatering of entire p/l All works as per above for dewatering of entire pipeline. LS 1145 Swapping/flushing P/l All works as per above for swabbing/flushing as applicable of entire pipeline. LS 1146 Commisioning asst. RKPL All works as per above related to <strong>com</strong>missioning assistance during <strong>com</strong>missioning of Rewari-Kanpur Pipeline LS 1147Transportation of surplus bare/coated line pipes from the dump sites to Company’s designated storage areas For Haryana-Rewari, forRajasthan-Bharatpur, for Uttar Pradesh-Mathura & Kanpur Terminal including loading/ unloading /handling and carrying out all associatedworks like arranging for cranes, manpower, trailers, loading and unloading equipment; preparation of storage area at unloading point including M 7650providing all consumables, sand ridges, wooden sleepers, plastic sheets etc., preparation of material reconciliation statement all <strong>com</strong>plete asper the scope of work, provisions of contract document and directions of Engineer-in-chargeTransport surplus linepipe148GEO TEXTILE BAGS FOR ANTI-BUOYANCYUnit rate for additional works over and above for design, manufacture and supply of non-biodegradable geo-textile bags (made of polypropylenefabric) materials and installation of geo-textile bags duly filled with gravel/stone ballast on pipelines of all wall thickness for anti-buoyancy as M 1500GEO TEXTILE BAGS Anti- Bouper specification no 513-MH2145-PL-SPC-0023, drawings and instructions of Engineer-in-Charge and other provisions of the Contractdocument.REPAIR OF DEFECTES IN LINE PIPE (ATTRIBUTABLE TO COMPANY)149Repair defect upto 25mmRepair of defects not attributable to Contractor on Company supplied bare line pipes, noted and recorded at the time of “Receiving and takingover” by Contractor, in the presence of Company Representative including performing all works as per Scope of Work document 513-MH2145-PL-SOW-0001 specifications and instructions of Company representative in respect of the following :Cutting and re-beveling of defects due to lamination up to 25 mm for following pipe sizes457 mm (18”) OD x 6.4/ 7.1/ 7.9/ 8.7 mm thk. HSAW / LSAW / EW line pipesREPAIR OF DEFECTS IN LINE PIPE (ATTRIBUTABLE TO COMPANY)All works for the following :Cutting and re-bevelling (Defects beyond 25mm) from pipe ends due to lamination and carrying out ultrasonicinspection after repairing as per Scope of Work document 513-MH2145-PL-SOW-0001 for following pipe sizes:457 mm (18”) OD x 6.4 /7.1 /7.9 /8.7 mm thk. HSAW / LSAW / EW line pipesREPAIR OF DEFECTS IN LINE PIPE (ATTRIBUTABLE TO COMPANY)NO 10150Repair defect above 25mmNO 10All works for the following :Cutting and re-bevelling defects due to lamination after welding from pipe ends / body and carrying out ultrasonic151 Repair defect & reweldingNO 20inspection after repairing and rewelding as per Scope of work document 513-MH2145-PL-SOW-0001 for following pipe sizes:457 mm (18”) OD x 6.4 /7.1 /7.9 /8.7 mm thk. HSAW / LSAW / EW line pipesREPAIR OF COATING DEFECTES IN SURPLUS LINE PIPE FROM COMPANY X-STOCK (ATTRIBUTABLE TO COMPANY)152 Repair coating defectsRepair of coating defects not attributable to Contractor on Company supplied surplus bare line pipes, noted and recorded at the time of“Receiving and taking over” by Contractor, in the presence of Company representative including performing all works as per Scope of workdocument 513-MH2145-PL-SOW-0001 specifications and instructions of Company representative in respect of the following:M 10457 mm (18”) OD x 6.4/ 7.1/ 7.9/ 8.7 mm thk. HSAW / LSAW / EW line pipesInspection and testing of available coated line pipe at the Owner’s storage point indicated below, identification of line pipe good for the service(any repair to be carried out in coating or pipe bevel shall be recorded jointly with the owner while taking over the custody and the same shallbe carried out by the contactor and payment shall be made as per applicable SOR items) as required, and lifting of line pipe good for theservice and its transportation to Dump yard near Bahadurgarh including loading/ unloading /handling and carrying out all associated works likearranging for cranes, manpower, trailers, loading and unloading equipment; testing and inspection equipments, preparation of storage area atunloading point including providing all consumables, sand ridges, wooden sleepers plastic sheets, etc; preparation of material receiptstatement.Note - The line pipe tested and accepted by Contractor at the Owner’s storage point (with/without repair) shall be considered good for theservice and any further repairs before laying or repairs required during any stage of laying/ testing /pre-<strong>com</strong>missioning / <strong>com</strong>missioning shallbe done by the contractor at no extra cost to Owner. This line pipe shall be considered issued to the pipeline laying contractor from Dumpyard for further transportation to Pipeline route for laying purpose.153 Insp & Testing of pipe 6.4 18" Dia x 6.4mm THK coated line pipe from Bahadurgarh & Ramanmandi Terminal M 5000154 Insp & Testing of pipe 7.1 18" Dia x 7.1mm THK coated line pipe from Bahadurgarh & Ramanmandi Terminal M 430155 Insp & Testing of pipe 7.9 18" Dia x 7.9mm THK coated line pipe from Bahadurgarh & Ramanmandi Terminal M 2200156 Insp & Testing of pipe 8.7 18" Dia x 8.7mm THK coated line pipe from Ramanmandi Terminal M 25157 Insp&Testing uncoatpipe8.7 18" Dia x 8.7mm THK Uncoated from Bahadurgarh Terminal M 25LONG RADIUS BENDS158Fabrication of Long Radius (R=6D) Bends including coating from free issue Bare line pipe of Size 18” dia, thickness 8.7 mm, API 5L Gr. X-65,PSL2 as specified in scope of work, drawings and specifications for different TPs and terminals, stations from 18 to 90 degrees all <strong>com</strong>plete Nos 95LONG RADIOUS BENDS r=6D as per the provisions of the contract and directions of Engineer-in-charge.ELCTRONIC GEOMETRIC PIGGING OF PIPELINESCarrying out all works related to Magnetic Cleaning & Electronic Geometric Pigging (EGP) (inlcuding necessary runs of Magnetic Pig, EGP) ofpipeline including defect verification at a max. of 2 locations for each identified segment of pipeline including preparation of site reports, dataanalysis, preparation & submissison of final report (6 sets), inlcuding supply of material, euipment , manpower etc.as required.This item isinclusive of Mobilization/Demobilization of pigging tools, tackles, consumables, <strong>com</strong>pressors, pumps, accessories and personnel byCONTRACTOR at WORK SITE.as per specification and provisions of the bid document for 18” diameter Rewari-Kanpur Pipeline as per thesections listed below:(defect verification shall preferably be made for defects not attributable to pipeline laying contractor)159 EGP : Mathura- sayyadpur 18", 600# Pipeline between Mathura to Saiyyadpur Pran M 118300160 EGP : sayyadpur -Kanpur 18", 600# Pipeline between Saiyyadpur Pran to Kanpur M 162818162Repair of defect identified in EGP not attributable to the pipeline laying contractor inlcuding all necessary works for defect repair like cutting, rebevelling,welding (as required) including all material, manpower, consumables etc. all <strong>com</strong>plete as per the specifications & provisions of bid M 36EGP: repair of defectdocument.163P/l Mapper data gatheringPIPELINE DEFECT MAPPERData to be gathered throughout the strech of pipeline by using pipeline defect mapper, GPS co-ordinates along with depth of the pipleine shallbe captured in 10 m intervals along the length of the pipeline including generation & submission of recordFABRICATION, WELDING, ERECTION, INSTALLATION & TESTING OF ABOVE GROUND PIPING : Receiving and Taking over of all(Owner and contractor supplied) materials from Owner's designated place(s) of issue, transportation including loading, unloading, handlingfrom Owner' designated place(s) of issue to Contractor's own stock yard(s)/ work site(s)/ work shop(s) including arranging all necessaryintermediate storage area(s) thereof, as required; supply of all materials (except those specified subsequently in SOR), equipment,consumables as defined in Contractor's scope of supply and their transportation to the work site(s); performing all above ground/buried pipingfabrication works including cutting, edge preparation (inclusive of grinding the edges of pipes, fittings, flanges etc. to match with the matchingedges of uneven/different thickness wherever required),fit up, pre-heating wherever required, welding, threading etc,; erection of pipes of alltypes and thickness over sleepers, overhead on racks and at all elevations, hook-up with equipment nozzles; installation of all type of valves upto size of 1.5" NB, all types of inline and online instrumentsKm 228Such as pressure/thermal safety valves(other than those covered separately), fittings of all sizes i.e, elbows, reducers, tees, 'o' lets, flanges,blind flanges, spectacle blinds, tappings for pressure gauges, thermo wells, hoses and hose couplings of all sizes, if applicable, sampleconnections, flame arrestors as applicable, vents and drains required for process and hydro-testing purposes etc. including fixing of all types ofgaskets (including gaskets for RTJ flanges), bolts, studs and nuts of all sizes; fabrication of strainers of sizes up to 1.5" , carrying out nondestructivetesting (excluding radiography covered subsequently in SOR) such as magnetic particle/ liquid penetration etc. as required; hookupwith existing piping/pipeline installed by others as per drawings wherever required; cleaning and flushing by water / <strong>com</strong>pressed air,carrying out hydrostatic test, pneumatic test, valve functional test and any other type of testing as specified, de-pressurizing, dewatering,drying by <strong>com</strong>pressed air if applicable; cutting/ re beveling as required, dewatering, drying by <strong>com</strong>pressed airand providing <strong>com</strong>missioning assistance to Commissioning Contractor / Agency for process piping and <strong>com</strong>missioning of non-process pipingif applicable; clean - up and restoration of site, preparation of as built drawings, documents and project records; transportation of surplus freeissue materials to Owner's designated place(s); <strong>com</strong>pleting all works in all respects as per the AFC drawings, specifications , standards andother provisions of Contract and instruction of Engineer-in-Charge. Note :- Installation of items such as valves (2" and above), flow meters,strainers of size 2" NB and above, equipments will be paid separately as per rates covered in appropriate items. Radiography of weld jointswould be measured and paid for separately as per separate schedule item.Installation of above ground Carbon Steel Process Piping as per details given below: Size ¾ INCH , Thk / Sch 80 , Material ASTM A106 Gr.164M 29Fabr,weld inst AbvGrd pipe 3/4" B , SeamlessInstallation of above ground Carbon Steel Process Piping as per details given below: Size 1 INCH , Thk/Sch 80 , Material ASTM A106 Gr. B165M 75Fabr,weld inst AbvGrd pipe 1" , SeamlessInstallation of above ground Carbon Steel Process Piping as per details given below: Size 2 INCH , Thk/Sch 40 , Material ASTM A106 Gr. B166M 51Fabr,weld inst AbvGrd pipe 2" 40 , SeamlessInstallation of above ground Carbon Steel Process Piping as per details given below: Size 2 INCH , Thk/Sch 80 , Material ASTM A106 Gr. B167M 38Fabr,weld inst AbvGrd pipe 2" 80 , SeamlessInstallation of above ground Carbon Steel Process Piping as per details given below: Size 4 INCH , Thk/Sch 40 , Material ASTM A106 Gr. B168M 106Fabr,weld inst AbvGrd pipe 4" 40 / API 5L GR. B, SeamlessInstallation of above ground Carbon Steel Process Piping as per details given below: Size 4 INCH , Thk/Sch 80 , Material ASTM A106 Gr. B169M 58Fabr,weld inst AbvGrd pipe 4" 80 / API 5L GR. B, SeamlessInstallation of above ground Carbon Steel Process Piping as per details given below: Size 8 INCH , Thk/Sch 80 , Material ASTM A106 Gr. B170M 55Fabr,weld inst AbvGrd pipe 8" 80 B / API 5L GR. B, SeamlessInstallation of above ground Carbon Steel Process Piping as per details given below: Size 16 INCH , Thk/Sch 80 , Material API 5L GR. X52,171M 157Fabr,weld inst AbvGrd pipe 8" 80 LSAWRADIOGRAPHYRadiography of weld joints of piping ( using gama or x-ray), including the cost of supply of all material, equipment and manpower required fordeveloping the films, review by ASNT qualified personnel, carrying out defect, repair, re-shoot etc. all <strong>com</strong>plete as per specifications and asdirected by the Engineer-in-charge. The radiography work shall be carried out <strong>com</strong>plying with all the statutory and safety requirements.Measurement will be done for each weld joint of respective size of piping. In case of any repair, re-shoot, re takes, the same shall not bemeasured again for payment.172 RADIOGRAPHY DIN20 DN 50 NOS 365173 RADIOGRAPHY DIN100 DN 100 NOS 185174 RADIOGRAPHY DIN200 DN 200 NOS 70175 RADIOGRAPHY DIN400 DN 400 NOS 106Page 5 of 9
PRICE SCHEDULE (FOREIGN BIDDERS)Schedule of Quantities for 18” dia Rewari - Kanpur Cross Country Pipeline ( Part II)176 PIPE SUPPORT suppy,erecPIPE SUPPORTS: Supply, Fabrication and erection of pipe/equipment supports (for all sizes/thickness) including shoes, pipes, cradles,turn buckles, t-posts for all types of guides, anchors, special supports for all types of pipes etc. If applicable, all necessary equipments,consumables, labour etc. for <strong>com</strong>pleting all works including supply of bolts, nuts, washers, U-clamp, wooden blocks etc. as required forsupporting supply including the cost of surface preparation by blast cleaning to SA 2.5, primer and painting all <strong>com</strong>plete as per specification,data sheets, drawings, terms and conditions and as directed by the Engineer-in-charge.Kg 1500CS Structural SteelPAINTINGSupply and application of Paint including Surface preparation blast cleaning, supply of paints, solvents and primers, and application of primerand finish paints suitable for project specific environment as defined in contract documents and on pipes as per standard specification forpainting and protective coating as per attached specification no.MH2145-C000-PI-SPC-004, indentification, lettering / Numbering, colourcoading etc. as specified including rub down and touch up wherever required and providing of scaffolding for all heights, labour, materials,tools and tackles, consumable, supervision etc. to <strong>com</strong>plete the work in all respect as per specification, Drawings, standards and instructionsof Engineer-in -charge.177178179180181182Paiting abvgrd pipe 3/4"Paiting abvgrd pipe 1"Paiting abvgrd pipe 2"Paiting abvgrd pipe 4"Paiting abvgrd pipe 6"Paiting abvgrd pipe 16"Painting of all above ground piping including all fittings, flanges etc. including colour bands Size 3/4 INCH , Painting Environment NormalCorrosive ,Painting of all above ground piping including all fittings, flanges etc. including colour bands Size 1 INCH , Painting Environment NormalCorrosive ,Painting of all above ground piping including all fittings, flanges etc. including colour bands Size 2 INCH , Painting Environment NormalCorrosive ,Painting of all above ground piping including all fittings, flanges etc. including colour bands Size 4 INCH , Painting Environment NormalCorrosive ,Painting of all above ground piping including all fittings, flanges etc. including colour bands Size 8 INCH , Painting Environment NormalCorrosive ,Painting of all above ground piping including all fittings, flanges etc. including colour bands Size 16 INCH , Painting Environment NormalCorrosive ,M2 10M2 20M2 115M2 70M2 50M2 240ALL GENERAL CIVIL WORKS AND BUILDING WORKS AS MENTIONED BELOW COMPLETE FOR SV STATION : SV-07, 08, 09, 10,11 & SAIYYADPUR PRANGENERAL CIVIL WORKS :Design, carrying out geotechnical survey and topographical survey, detail engineering, preparing construction and fabrication drawings,obtaining approval of drawings and designs from engineer-in-charge, and construction of all general civil works viz. land development, sitegrading involving cutting and filling (upto a depth of 1.2m) as per actual site conditions. <strong>com</strong>pound wall (upto a length of 180 mts), gates,approach road (with bitumen topping) from existing road (upto 50 sq. m surface area) , internal roads, drains, culverts, road crossings forelectrical and instrumentation cables, pavements, footpath, drinking water system, plumbing work for toilets, construction of tube wellincluding supply and installation of submersible pump, obtaining approval for tubewell from the statutory authorities, structural cage for allvalves including preparing design and drawing as per actual site details of valves, water harvesting system, and other miscellaneous works atSV Stations & Saiyyadpur Pran including supply of labour, material, equipment etc <strong>com</strong>plete as per specification, preliminary and conceptualdrawings, design basis, approved drawings, codes and standards, other terms and conditions and as per the direction of engineer-incharge.(DOC.NO.MH2145-C000-CI-SOW-0002)BUILDING WORKS :Design, detailed engineering, preparing construction and fabrication drawings, obtaining approval of drawings and designs from the engineerin-charge,construction of structural and architectural works for civil buildings and other miscellaneous structures, transportation, erection,fabrication, painting, finishing etc., all <strong>com</strong>plete to make ready for <strong>com</strong>missioning including switchgear & control room building for all SVstations & Saiyyadpur Pran as indicated in the attached layout plans, including supply of all labour, material, equipment etc., <strong>com</strong>plete as perspecification, preliminary and conceptual drawings, design basis, approved drawings, codes and standards, other terms and conditions and asper the direction of Engineer-in-charge.REFERENCE DOCUMENTS :1) SCOPE OF WORK : DOC.NO. : MH2145-C000-CI-SOW-00022) ARCHITECTURAL SPECIFICATION : DOC.NO. MH2145-C000-AR-SPC-0001 TO 00043) ARCHITECTURAL DESIGN BASIS : DOC.NO. MH2145-C000-AR-BOD-00014) CIVIL/STRUCTURAL SPECIFICATION : DOC.NO.MH2145-C000-CI-SPC-0001 TO 0012 & MH2145-C000-ST-SPC-0001 TO 00025) CIVIL/STRUCTURAL DESIGN BASIS : DOC.NO. MH2145-C000-CI-BOD-00016) SV SUILDING TYPE-1 (SV-01, 02, 03 04, 05, 06) STATION- ARCHITECTURAL DRAWINGS( GROUND FLOOR & ROOF PLAN,ELEVATIONS & SECTIONS, FINISHES SCHEDULE) : MH2145-C000-AR-DSK-0001 TO 00037) ARCHITECTURAL STANDARD DRAWINGS : MH2145-C000-AR-DST-0001 TO 00048) CIVIL/STRUCTURAL STANDARD DRAWINGS : MH2145-C000-CI-DST-0001 TO 0008 & MH2145-C000-ST-DST-0001, 0002 & 00049) GENERAL CIVIL LAYOUT FOR SV STATION SV STATION (SV-01,02,03,04,05,06) : MH2145-C130-CI-DGA-0001All the above for SV station/ IP station land acquired by HPCL, including obtaining approvals from concerned road authority for laying ofapproach road to SV stations/ IP Stations from the nearest road, preparation of layout plan of stations showing outside roads etc.obtaining thepermission of local authorities for construction of SV station/ IP Station building all <strong>com</strong>plete as per the scope of work, provisions of contractdocument and directions of Engineer-in-Charge.183 SV7 STATION WORKS For SV-7 station @ approx. Ch: 256.251 ,Village: Husainpur Garhia LS 1184 SV8 STATION WORKS For SV-8 station @ approx. Ch: 322.473, Village: Keshapur Rahin LS 1185 SV9 STATION WORKS For SV-9 station @ approx. Ch: 343.701, Village: Karathu LS 1186 SV10 STATION WORKS For SV-10 station @ approx. Ch: 371.453, Village: Sayal LS 1187 SV11 STATION WORKS For SV-11 station @ approx. Ch: 408.130, Village: Laipur LS 1188 For IP station @Ch: 284.605, Saiyyadpur Pran LS 1ISP STATION WORKSAll the above Including acquisition of Land in the name of HPCL for SV Stations/ IP Stations along the pipeline route at chainage marked inthe alignment sheets and as per the scope defined in Scope of Work document No. 513-MH2145-PL-SOW-0001, collection of revenuerecords, establishing correctness of ownership by search/revenue records, nil encumbrances, expediting subsequent formalities includingsigning of agreements or sale deed, if any, to facilitate possession of land by HPCL, Making payment to land owners, obtaining all requiredapprovals/no objection certificates from concerned authorities like village panchayats or municipalities etc. under whose jurisdiction each plotof land falls, for constructing and setting up the SV Stations/ IP Stations, obtaining approvals from concerned road authority for laying ofapproach road to SV stations/ IP Stations from the nearest road, registering the land in HPCL’s name including entry of HPCL’s name inoriginal Jamabandi on the acquired plot no. and obtaining copy of the same in support. Statutory fees as applicable like stamp duty etc.shallbe paid by HPCL. Prepare layout plan of station showing outside roads etc. all <strong>com</strong>plete as per the scope of work, provisions of contractdocument and directions of Engineer-in-Charge. Typically the area required for each SV station is approx. (50m X 40m) and IP station isapprox. (80m X 50m). Payment shall be made basis per Sq.m of SV/ IP land189 SV7 WORK WITH LAND Acquisition of land for SV-7 station @Ch: 256.197, Husainpur Garha (Chainage tolerance of +/- 1000 mtrs) Sq.m 2400190 SV8 WORK WITH LAND Acquisition of land for SV-8 station @Ch: 322.540, Keshapur Rahin (Chainage tolerance of +/- 500 mtrs) Sq.m 2400191 SV9 WORK WITH LAND Acquisition of land for SV-9 station @Ch: 343.670, Karathu (Chainage tolerance of +/- 1000 mtrs) Sq.m 2400192 SV10 WORK WITH LAND Acquisition of land for SV-10 station @Ch:371.453, Sayal (Chainage tolerance of +/- 1000 mtrs) Sq.m 2400193 SV11 WORK WITH LAND Acquisition of land for SV-11 station @Ch: 408.130, Laipur (Chainage tolerance of +/- 1000 mtrs) Sq.m 2400194 IPS WORK WITH LAND Acquisition of land for IP station @Ch: 284.605, Saiyyadpur Pran (Chainage tolerance of +/- 500 mtrs) Sq.m 4800195196197SV station fill grad <strong>com</strong>paSV const <strong>com</strong>pund wallSV approach roadFilling, grading & <strong>com</strong>paction of earth to finish grade level all <strong>com</strong>plete as per the specifications, approved drawings, directions of Engineer-inchargeCu.m 12000and provisions of contract document all <strong>com</strong>plete for a depth of filling over and above 1.2 m and upto 3.0mConstruction of Compound wall for SV stations/ IP Stations all <strong>com</strong>plete as per the specifications, approved drawings, scope of work,directions of Engineer-in-charge & provisions of contract document for a length over and above 180 mtrs (being paid under the earlier items) Mtrs 500Payment shall be made on length of the <strong>com</strong>pound wallConstruction of approach road (including bitumen topping) all <strong>com</strong>plete as per the specifications, approved drawings, scope of work, directionsof Engineer-in-charge and provisions of contract document for Black top surface over and above 50 Sq.m (being paid under earlier items) Sq.m 2500All related civil and structural works for scraper launcher ,receiver, pipe sleeper and miscellaneous pipe supports at Saiyyadpur Pran station &Kanpur station.SUPPORTS AND EQUIPMENT FOUNDATIONS :Design, detailed engineering, preparing construction and fabrication drawings, obtaining approval of drawings and designs from engineer-incharge,construction of supports and foundations, pipe sleepers, transportation, erection, fabrication, painting, finishing etc., all <strong>com</strong>plete forthe scraper launcher and receiving facilities of cross-country pipeline as indicated in the scope drawings, including supply of all labour,material, equipment etc. <strong>com</strong>plete as per specification, preliminary and conceptual drawings, design basis, approved drawings, codes andstandards, other terms and conditions and as per the direction of Engineer-in-charge.EXCAVATION AND BACK FILLING198Excav back fill upto 1.5mExcavation and backfilling around foundation and trenches/pits in all types of soil viz. earth, sand,gravel, clay, soft & hard murum etc.(excluding soft/hard rock) for footings, steps, plinth beams, equipment foundations, drains, trenches,manholes, underground tanks/pits, etcincluding shoring strutting, dewatering where required (until foundation work is <strong>com</strong>plete). item also includes carting of surplus excavatedearth, stacking,spreading, levelling and <strong>com</strong>pacting/consolidating surplus materials within hpcl's premises or outside at an unobjectionableplace for all leads as per instructions of WP / HPCL engineer in charge (rate includes removal of any vegetation, small shrubs etc. having girthof 300mm or less). excavated volume as per approved drawing shall only be considered for measurement.Note 1: Top soil to be cleared of shrubs grass etc including roots and 150 mm top soil to be stored separately within HPCL's premises oroutside for all leads and to be used for micrograding as required.Note 2 : Rate shall be inclusive of all royalties / obtaining clearance of local authoraties and no extra cost whatsoever than the quoted ratesshall be paid by HPCL.Up to & including 1.5 m below FGL/NGLCu. M 220CONCRETE AND ALLIED WORKSNote: The rates for all items covered in this section shall include cost of dewatering, if required till <strong>com</strong>pletion of works upto ground level andchamphers in rcc works shall be provided wherever required at no extra cost. rate of concrete work shall be inclusive of materials such ascement, sand, aggregates, water, admixtures, etc.PCC - Providing & laying plain cement concrete (nominal mix) conforming to is:456-2000, using specified graded coarse aggregate of199 PCC and allied workCu. M 7approved quality at various locations etc. including machine mixing, shuttering, consolidating with rammers/ vibrators & curing etc. <strong>com</strong>pleteas directed and instructed by WP / HPCL engineer in charge.Same as above for 1:4:8 grade concrete with 40mm max. size & down graded aggregate in making good soft & loose strata met underfoundations, base slab, plinth beams, walls & rafts etc.Page 6 of 9
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Hindustan Petroleum Corporation Ltd
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CHAPTER 1REQUEST FOR QUOTATION (RFQ
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Local ConditionsIt will be imperati
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The tender details including EMD, B
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his bid shall not be considered for
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5) This prime member shall be solel
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Note:1. All the information require
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EMD submitted by the bidder for sub
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however, bids in hard copies shall
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7.0 A firm which is not a PSU or an
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We are unable to bid for the reason
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CUT-OUT SLIPDO NOT OPEN- THIS IS A
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CUT-OUT SLIPDO NOT OPEN- THIS IS A
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QUOTATION AGAINST TENDERENQUIRY (En
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INDEXSR. NO.ARTICLE DESCRIPTION1.0
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modify the Bid Document. The amendm
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sealed and pasted with the enclosed
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l. Declaration with the bid qualifi
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Fax:91-22-67818080 in the presence
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for Part-II. In case such bidder is
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In case if the bidder quotes the ra
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xv)xvi)xvii)Non Submission of decla
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(c)When it is not possible to ascer
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14.7.2 To offset Central Sales Tax
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Where based on workability assessme
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tender terms not in deviation sheet
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INDEXSr. No. Article Description1.
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GENERAL TERMS & CONDITIONS OF CONTR
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2. 8 The "Drawings" shall include m
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3.6 The quantities indicated in the
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wherever required in the tender pap
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For working on Sundays/Holidays, th
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5.b COMMENCEMENT OF WORKThe contrac
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Contractor or the BG (if LD is full
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manufacture or fabrication or on th
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a. defects, if any, to be rectified
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payment of wages, salaries or other
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6.e.INSURANCE AND LABOURContractor
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iv. The contractor shall ensure tha
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7. PAYMENT OF CONTRACTOR'S BILLS7.
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shall be final and binding on the C
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7.e.4.Manufacturer's certificate sh
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accordance with the contract, the C
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12.0 TERMINATION OF CONTRACT12.1 Th
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Contractor to complete the job with
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shall be entitled at any time to in
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INDEX1. DEFINITION2. REFERENCE FOR
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and scope of work (technical), GPC
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In order to facilitate over-all exe
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Dimensions :For every order and eve
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26. CHANGESThe Owner has the option
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34. TECHNICAL INFORMATIONDrawings,
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Chapter: 4SPECIAL CONDITIONSOFCONTR
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44.0 DRAWINGS AND DOCUMENTS45.0 HOU
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viii) General Terms & Conditions of
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duties levied by statutory authorit
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stipulations including obtaining re
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4.1.3 Unless otherwise stated the t
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4.2.6 No Interest charges for delay
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9.0 PROVIDENT FUND, LABOUR, LABOUR
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not carried out work according to g
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16.a7 The Arbitrator may give a com
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19.0 Mobilization Advance19.1 Contr
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persons/persons or bodies/companies
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CONTRACTOR shall take all precautio
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Employer/Consultant shall not provi
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and return to the Contractor the st
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the work as per standards and all c
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42.0 COORDINATION WITH OTHER AGENCI
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pipelines, cables etc., during cons
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Engineer-in-charge during execution
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56.2 All the tests either on the fi
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The information to possible extent
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in part or in full.e) Functional Sc
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OWNER.66.4.4 Progress reports shall
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Order, or material of sub-standard
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75.11 Co-ordination with appropriat
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81.2 Contractor shall develop and s
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y them / Vendors shall be provided
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Contractor to note that it is their
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3.0 APPENDICES TO SCCMH2145-C000-PS
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SCOPE OF WORK & SUPPLY(APPENDIX-I t
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MATHURARKPL Project OfficeHPCL Depo
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12. Compensatory Afforestation as p
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TIME SCHEDULESr No Description Comp
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MEASUREMENT OF WORK(APPENDIX-III to
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The contractor shall submit the bil
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5.0 ELECTRICAL WORKS5.1 Cables5.1.1
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TERMS OF PAYMENT(APPENDIX-IV to SCC
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B) 5% on completion of all works in
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6.2.2 85% against completion of fou
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GENERAL NOTEBefore start of work, t
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3.1.4 The bidder shall submit, alon
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methodologies which he is going to
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Bidder’s Quality PlanPO/ Contact
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23Check for excessive temperature r
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LT MOTORSSlNo. ACTIVITY CONTRACTOR
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MLDB, LP AND PDBsSlNo. ACTIVITY CON
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PRELIMINARY CHECKS1 Check that cabl
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1.0 INTRODUCTION2.0 SCOPEThis docum
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4.4 TESTINGPrior to shop prefabrica
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6.0 ATTACHMENT (WAIVER/DEVIATION PE
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TO BE COMPLETED BY CUSTOMER ‘TECH
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APPENDIX -VI TO SCCHSE MANAGEMENT P
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INDEX1. CONDITIONS FOR ISSUE OF MAT
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NOTE :1)Landed Rate shall be arrive
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own cost to Owner's stores. In case
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MINIMUM NO. OF SKILLED MANPOWER (AT
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NOTE :-(1) The details of estimated
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MINIMUM EQUIPMENT DEPLOYMENT PART W
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22 Sand/Grit Blasting Cleaning M/c.
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45 GPS /GIS M/c for taking the co-o
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8 Excavator / Back Hoe (Ex 280/ 300
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31 Dead Weight Tester(Ravika 0-400k
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(2) Meeting the requirement of depl
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EXPERIENCE CRITERIA FOR KEY PERSONN
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1011LEAD WELDING /NDTENGINEERWAREHO
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1. The Labour rates are "all inclus
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EQUIPMENT HIRING/RECOVERY RATES(APP
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31. Pipe Trailers (FB / Semi Low Be
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INSTRUMENTS1. ELECTRONICS TRANSMITT
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16. SOLENOID VALVESA. AVCON CONTROL
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1. CENTRIFUGAL PUMPS VERTICAL - GEN
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G. UNIQUE INDUSTRIAL PACKINGSH. VIR
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K. TORMENE GAS TECHNOLOGY SPA, ITAL
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21. VALVE GLOBE FORGEDA. ASSOCIATED
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2. CABLES-CONTROL - PVCA. CCIB. FIN
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E. BHARTIA CUTLER HAMMER.F. CONTROL
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33. PERMANENT REFERENCE ELECTRODESA
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B. H & R JOHNSONC. BELL CERAMICSD.
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HINDUSTAN PETROLEUM CORPORATION LIM
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SR.No.A1234567BParticularsF13707 /C
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1 RJ/15/568 (P5322) - 24/12/2012234
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3NCR/GAS-O&M/DM(O&M)-152/2012/216 -
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2 34091/05/12-IA/728 - 3/5/2012G12H
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18192021222324252627282930313233342
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CHAPTER-5BRIEF SUMMARY OFAGREED TER
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(ix) Confirm acceptance of Liquidat
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1. Annexure-A Bid Security FormCHAP
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ANNEXURE-ABID SECURITY FORMBANK GUA
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COMPOSITE BANK GUARANTEE FOR SECURI
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writing.8. We, ....................
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ANNEXURE--DDECLARATION (NOT BANNED)
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ANNEXURE-FQUALIFICATION FORMAT - FO
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ANNEXURE-GIntegrity Pact[KK1]MH2145
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form part of this contract / supply
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INTEGRITY PACTBetweenHindustan Petr
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caused by him and has installed a s
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Section 9 — Pact DurationThis Pac
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MH2145-C000-PS-RFQ-0020Page 300 of
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MH2145-C000-PS-RFQ-0020Page 302 of
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Note:1. The message should be in Co
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3 . We ............................
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ANNEXURE-JBANK GUARANTEE FOR MOBILI
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10. "The Bank" has power to issue t
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servants and/or agents whatsoever t
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UNDERTAKING (CORPORATE/ NON-CORPORA
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ANNEXURE-NUNDERTAKING OF ADEQUATE C
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2 This Guarantee/Undertaking shall
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Annexure-PNAME OF SUPPLY : ……
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ANNEXURE - Q.1Business Rules for fi
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v. After the completion of English
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- Page 332 and 333: Annexure -SCERTIFICATE OF NON-INVOL
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- Page 364 and 365: Item No. Item Description Unit Quan
- Page 366 and 367: UN PRICE SCHEDULE (INDIAN BIDDERS)S
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- Page 370 and 371: UN PRICE SCHEDULE (INDIAN BIDDERS)S
- Page 372 and 373: Item No.PRICE SCHEDULE (FOREIGN BID
- Page 374 and 375: PRICE SCHEDULE (FOREIGN BIDDERS)Sch
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