Tender For Pipe Laying And Associated Works - Schedule 5 For Hassan-Cherlapally Lpg Pipeline (Hcpl)Project -Ug-Normal Lyn 14-8.74Mm ,

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Tender For Pipe Laying And Associated Works - Schedule 5 For Hassan-Cherlapally Lpg Pipeline (Hcpl)Project -Ug-Normal Lyn 14-8.74Mm ,Mainline laying works 14 OD, API 5L Grade X65,PSL2, HFW,3LPE Coated line pipe for Hassan Cheralapalli LPG Pipeline Project:The works shall include, but not limited to, the following;PIPELINE LAYING/ INSTALLTION : Laying/ installation of 3LPE externally coated carbon steel line pipes and bare line pipe, associated fittings and accessories, etc. as per specifications, drawings, other provisions of contract and instructions of Engineer-in-Charge, including but not limited to carrying out the following: Receiving and taking-over, handling, loading, transportation and unloading of Owner supplied 3LPE coated and bare line pipes from designated place(s) of issue/ dump site(s) to Contractors own stock-yard(s)/ workshop(s)/ work-site(s) including stringing on the pipeline Right-of-Use (ROU)/ Right of way (ROW); the pipeline laying contractor shall get the bare/coated linepipe demagnetized before taking handover of the same from the designated place(s) of issue/ dump site(s), failing to do so the pipeline laying contractor shall get the bare/coated linepipe demagnetized before stringing activity is carried out on field with no extra cost and time implication to the company.Receiving and taking over, handling, including loading and unloading, transportation of owner supplied materials other than line pipe from owners designated place(s) of issue to worksite(s); Arrangement of all additional land required for Contractors storage, fabrication, access for construction (other than Owner provided ROU/ROW); supply of all materials (except owner supplied materials), consumables, arranging all construction equipment, labour, etc. as per tender for completing the job in all respects.Pre-construction survey, staking, clearing, grubbing, grading (as required) of Right of Use (ROU width 18 meters), obtaining work permits/ working permissions (as required) from various statutory authorities/other agencies owning utilities across ROU having jurisdiction before execution of work and complying with all stipulations/ conditions/ recommendation of the said authorities-construction survey based on site visit, collection of data (if required) from concerned Authority including validation of crossing details / drawings issued by Owner /EPMC Consultant, making of crossing drawings (if required) for obtaining work permits from concerned statutory / government Authorities. Clearing and grading of ROU in forest areas (with restricted ROU ) including counting the number and type of trees cut in presence of DFO/concerned authorities and co-ordination with forest authorities for tree cutting, removal of left-over trunks and roots, stacking and disposal including keeping records thereof.Cutting of Scheduled Trees as per applicable tree felling Acts / local authoritys guidelines shall be done by the Contractor in non-forest areas. Felling of trees beyond and incl. 5.5 cm girth and above (measured at a height of 1 m above ground level) including cutting of trunks and branches and removing the roots up to 2m and stacking serviceable material inside HPCL premises as directed and disposal of unserviceable material outside HPCL premises.The number & type of trees shall be listed against the cadastral survey by the contractor and submitted to the authorities for approval (lisioning for the approval shall be paid separately as mentioned in seprate line item). The stacking and disposal of the cut trees as per the requirement of concerned statutory bodies /company / Engineer-In-Charge shall be done by contractor. Final NOC has to be provided from the authorities for the fell trees.Trenching to all depths to maintain clear earth cover & to a width including pre/post padding (Engineered Sand/Graded earth as applicable) as per drawing no.(15963-000-PLDST- 0001) ,scope of work & as per relevant standards/specifications to accommodate line pipe and 1 no. HDPE duct/conduit for 1 nos. OFC and to fit minimum bend radius, by excavation in all kinds of terrain & soil (including soft & hard rock) including blasting/chiseling (including taking statutory permission for blasting) or otherwise cutting etc., including stripping top soil to a depth of 30cm to the full width of the trench and storing this material separately along the ROU to allow re-depositing of the same on top of the backfilled trench (in cultivable and other areas specially designated by Owner), during execution of laying work in rocky area and working at critical location safety barricading on affected region, part of road, etc. is in contractor scope.Stringing of line pipes along Right of Use (ROU)/ pipeline corridor, including providing straw / soft soil / sand bags below pipe. (in Rocky areas requiring blasting for preparation of trench, pipes shall be strung after the blasting operation and clearing of trench as per instructions of Site Engineer/ Engineer-in-Charge) Aligning, bending (cold bends), lining up, cutting and bevelling (as required) of pipes for welding & field adjustments, NDT of rebevelled area.Welding, visual inspection and NDT of all weld joints by qualified welding engineer/ inspector & carrying out repair of weld-joints found defective, Carrying out 100% radiographic inspection (by X-Ray) of all field weld joints, and destructive testing (production test) of one weld joint on completion of 1000 weld joints as per specification and direction of Site Engineer/ Engineer-in-Charge, including providingCrawler type Automatic X-Ray machine / external X-Ray machine/ Gamma Ray /UT and other requisite equipment, labour, supervision, materials, approved films, approved consumables, all facilities and personnel to process, develop, examine and interpret radiographs & other tests as required (by qualified and experienced Radiography Inspector), providing all facilities to Owners representative(s) for examining radiographs and other tests as required, carrying out repair of weld-joints found defective by EIC/consultant, carrying out re-radiography and other non-destructive tests as required on repaired joints etc., Carrying out coating of all field weld joints by qualified coating insulators, including supply of approved joint coating materials (Heat shrink sleeves), providing all equipment, materials and consumables necessary to carry out the job as per manufacturers recommendation.Installation of hot bends at required locations in mainline (bends to be fabricated & Installed from Owner-supplied bare /coated pipes and coated as per scope of work /specifications and paid as per separate line item) including cutting, bevelling, fitment, carrying out holiday detection at specified voltage level corresponding to coating type and as per specifications, and repair of coating, gauging if any. Lowering the pipeline in trench, pre-padding (as required), backfilling with available approved excavated material and/or other suitable soil (if required) approved by Engineer-In-Charge in normal terrain; providing required padding over and around the pipeline with Engineered Soil /graded material approved by Engineer-In-Charge and as per dwg.no. (15963-000-PL-DST-0001), Tie-ins, golden joints etc. Top soil stored separately during trenching shall be backfilled on top of the trench as directed by Site-Engineer/ Engineer-in-ChargeCarrying out hydrostatic testing including air cleaning, flushing, filling water, gauge pigging and pressurization (to specified pressure) of the complete pipeline in various test section as approved by Engineer In-charge in line with the standard specifications of hydro testing of pipelines provided in the tender including providing pre-testing of designated sections as approved by Engineer-in-Charge, providing all equipment, pumps, fittings, instruments, dead weight tester etc. and services, supervision, labour, consumables, testing of water, supply & injection of corrosion inhibitor, locating leaks, if any, and rectification of defects attributable to Contractor, re-testing after rectification etc. and cleaning the pipeline section including de-watering, swabbing after successful hydro testing to the specified acceptance criteria , All tie-ins with the pipeline / piping, including tie-in with HDD sections including cutting of test header, re-beveling as required; Carrying out all temporary, ancillary, auxiliary works and all incidental works required to make the pipeline ready for pre-commissioning; Repair of defects recorded during EGP/gauge plate run or otherwise including cutting, bevelling, welding, radiography, field joint coating etc.; as applicable.Final clean-up and restoration of ROU/ construction corridor including reinstatement of stripped top soil on the excavated trench, tamping of backfilled soil, restoration of field bunds to the original position etc., obtaining NOC from respective statutory authorities (as required) and obtaining NOC from respective land owners in respect of final restoration of their land etc., disposal of debris and returning surplus material to designated disposal areas/ storage location, as directed by Engineer-in-Charge, restoration of land, re-instate of breakage road, facilities and boundary wall etc. for facilities dismantled/ damaged by Contractor during construction, Construction of retaining walls(as applicable), Preparation of asbuilt drawings, pipe book and other records as per specifications etc. SOR shall be read in conjunction with scope of work (document No. 15963-000-PL-SOW-0002 and 15963-000- PL-SOW-0006), job specific requirements, specifications, standards, drawings and other provision of contract document. For soft / normal soil and rocky area details refer enclosed Alignment Sheets and Soil Investigation Report attached with Tender. The above shall also include the following; 1. Supply and installation of 1 No. 40mm Dia. HDPE Duct including FAT for entire stretch of schedule including all types of crossing, storage, transportation to site, loading, unloading etc. as per specification (Doc. No. 15963-000-TE-SPC-0004).2. Supply of all materials (other than those specifically undertaken to be supplied by the Owner under the contract) necessary for performance of work or for temporary or permanent incorporation in the works, and - All other acts, deeds, matters and things necessary to make the pipeline ready for commissioning and completing the works in all respects as per scope of work, drawings, specifications and instructions of Engineer-in-Charge. 3. Restoration of road and water bodies to their original condition is covered under this line item.4. ThePipeline laying contractor to coordinate with other utility authorities and enable crossing of such utilities and ensure no disruption in their activities by taking necessary precaution and in case of breakage the repairs to be done by contractor themselves at no additional cost to owner.NOTES: 1. The Mainline work also covers the work in all types of open cut crossings (diffrential payment for additional works is covered separately) viz., roads, drains, minor water courses (MWC), rivers, nalas, minor canals, low lying areas, ponds, plant area, underground utilities, pedestrian crossings, Insertion of Line/Carrier pipe & 1 no. HDPE ducts except for those crossings identified as HDD and jacking/boring crossings for which relevant item of SOR shall be applicable. 2. Rates for Concrete coating of pipeline as required across minor rivers, ponds, low lying areas etc. shall be paid separately as per different line item. 3. Bidder to note that the rates are inclusive of supply & laying of HDPE duct in same trench of pipeline laying as per Dwg.No.15963-000-PL-DST-0001. 4. Rate for laying / blowing of OFC shall be paid as per separate SOR line item of this tender.5. Refer Document / Drawing nos. (Spec. No. 15963-000-PL-SPC-0014 and Dwg.No.15963-000-PL-DST- 0001 to 0035), Pipeline laying works 8 OD, API 5L Grade X65,PSL2, HFW,3LPE Coated line pipe for Hassan Cheralapalli LPG Pipeline Project:The works shall include, but not limited to, the following;PIPELINE LAYING/ INSTALLTION : Laying/ installation of 3LPE externally coated carbon steel line pipes and bare line pipe, associated fittings and accessories, etc. as per specifications, drawings, other provisions of contract and instructions of Engineer-in-Charge, including but not limited to carrying out the following: Receiving and taking-over, handling, loading, transportation and unloading of Owner supplied 3LPE coated and bare line pipes from designated place(s) of issue/ dump site(s) to Contractors own stock-yard(s)/ workshop(s)/ work-site(s) including stringing on the pipeline Right-of-Use (ROU)/ Right of way (ROW); the pipeline laying contractor shall get the bare/coated linepipe demagnetized before taking handover of the same from the designated place(s) of issue/ dump site(s), failing to do so the pipeline laying contractor shall get the bare/coated linepipe demagnetized before stringing activity is carried out on field with no extra cost and time implication to the company.Receiving and taking over, handling, including loading and unloading, transportation of owner supplied materials other than line pipe from owners designated place(s) of issue to worksite(s); Arrangement of all additional land required for Contractors storage, fabrication, access for construction (other than Owner provided ROU/ROW); supply of all materials (except owner supplied materials), consumables, arranging all construction equipment, labour, etc. as per tender for completing the job in all respects.Pre-construction survey, staking, clearing, grubbing, grading (as required) of Right of Use (ROU width 18 meters), obtaining work permits/ working permissions (as required) from various statutory authorities/other agencies owning utilities across ROU having jurisdiction before execution of work and complying with all stipulations/ conditions/ recommendation of the said authorities-construction survey based on site visit, collection of data (if required) from concerned Authority including validation of crossing details / drawings issued by Owner /EPMC Consultant, making of crossing drawings (if required) for obtaining work permits from concerned statutory / government Authorities. Clearing and grading of ROU in forest areas (with restricted ROU ) including counting the number and type of trees cut in presence of DFO/concerned authorities and co-ordination with forest authorities for tree cutting, removal of left-over trunks and roots, stacking and disposal including keeping records thereof.Cutting of Scheduled Trees as per applicable tree felling Acts / local authoritys guidelines shall be done by the Contractor in non-forest areas. Felling of trees beyond and incl. 5.5 cm girth and above (measured at a height of 1 m above ground level) including cutting of trunks and branches and removing the roots up to 2m and stacking serviceable material inside HPCL premises as directed and disposal of unserviceable material outside HPCL premises.The number & type of trees shall be listed against the cadastral survey by the contractor and submitted to the authorities for approval (lisioning for the approval shall be paid separately as mentioned in seprate line item). The stacking and disposal of the cut trees as per the requirement of concerned statutory bodies /company / Engineer-In-Charge shall be done by contractor. Final NOC has to be provided from the authorities for the fell trees.Trenching to all depths to maintain clear earth cover & to a width including pre/post padding (Engineered Sand/Graded earth as applicable) as per drawing no.(15963-000-PLDST- 0001) ,scope of work & as per relevant standards/specifications to accommodate line pipe and 1 no. HDPE duct/conduit for 1 nos. OFC and to fit minimum bend radius, by excavation in all kinds of terrain & soil (including soft & hard rock) including blasting/chiseling (including taking statutory permission for blasting) or otherwise cutting etc., including stripping top soil to a depth of 30cm to the full width of the trench and storing this material separately along the ROU to allow re-depositing of the same on top of the backfilled trench (in cultivable and other areas specially designated by Owner), during execution of laying work in rocky area and working at critical location safety barricading on affected region, part of road, etc. is in contractor scope.Stringing of line pipes along Right of Use (ROU)/ pipeline corridor, including providing straw / soft soil / sand bags below pipe. (in Rocky areas requiring blasting for preparation of trench, pipes shall be strung after the blasting operation and clearing of trench as per instructions of Site Engineer/ Engineer-in-Charge) Aligning, bending (cold bends), lining up, cutting and bevelling (as required) of pipes for welding & field adjustments, NDT of rebevelled area.Welding, visual inspection and NDT of all weld joints by qualified welding engineer/ inspector & carrying out repair of weld-joints found defective, Carrying out 100% radiographic inspection (by X-Ray) of all field weld joints, and destructive testing (production test) of one weld joint on completion of 1000 weld joints as per specification and direction of Site Engineer/ Engineer-in-Charge, including providing Crawler type Automatic X-Ray machine / external X-Ray machine/ Gamma Ray /UT and other requisite equipment, labour, supervision, materials, approved films, approved consumables, all facilities and personnel to process, develop, examine and interpret radiographs & other tests as required (by qualified and experienced Radiography Inspector), providing all facilities to Owners representative(s) for examining radiographs and other tests as required, carrying out repair of weld-joints found defective by EIC/consultant, carrying out re-radiography and other non-destructive tests as required on repaired joints etc., Carrying out coating of all field weld joints by qualified coating insulators, including supply of approved joint coating materials (Heat shrink sleeves), providing all equipment, materials and consumables necessary to carry out the job as per manufacturers recommendation.Installation of hot bends at required locations in mainline (bends to be fabricated & Installed from Owner-supplied bare /coated pipes and coatedas per scope of work /specifications and paid as per separate line item) including cutting, bevelling, fitment, carrying out holiday detection at specified voltage level corresponding to coating type and as per specifications, and repair of coating, gauging if any. Lowering the pipeline in trench, pre-padding (as required), backfilling with available approved excavated material and/or other suitable soil (if required) approved by Engineer-In-Charge in normal terrain; providing required padding over and around the pipeline with Engineered Soil /graded material approved by Engineer-In-Charge and as per dwg.no. (15963-000-PL-DST-0001), Tie-ins, golden joints etc. Top soil stored separately during trenching shall be backfilled on top of the trench as directed by Site-Engineer/ Engineer-in-ChargeCarrying out hydrostatic testing including air cleaning, flushing, filling water, gauge pigging and pressurization (to specified pressure) of the complete pipeline in various test section as approved by Engineer In-charge in line with the standard specifications of hydro testing of pipelines provided in the tender including providing pre-testing of designated sections as approved by Engineer-in-Charge, providing all equipment, pumps, fittings, instruments, dead weight tester etc. and services, supervision, labour, consumables, testing of water, supply & injection of corrosion inhibitor, locating leaks, if any, and rectification of defects attributable to Contractor, re-testing after rectification etc. and cleaning the pipeline section including de-watering, swabbing after successful hydro testing to the specified acceptance criteria , All tie-ins with the pipeline / piping, including tie-in with HDD sections including cutting of test header, re-beveling as required; Carrying out all temporary, ancillary, auxiliary works and all incidental works required to make the pipeline ready for pre-commissioning; Repair of defects recorded during EGP/gauge plate run or otherwise including cutting, bevelling, welding, radiography, field joint coating etc.; as applicable.Final clean-up and restoration of ROU/ construction corridor including reinstatement of stripped top soil on the excavated trench, tamping of backfilled soil, restoration of field bunds to the original position etc., obtaining NOC from respective statutory authorities (as required) and obtaining NOC from respective land owners in respect of final restoration of their land etc., disposal of debris and returning surplus material to designated disposal areas/ storage location, as directed by Engineer-in-Charge, restoration of land, re-instate of breakage road, facilities and boundary wall etc. for facilities dismantled/ damaged by Contractor during construction, Construction of retaining walls(as applicable), Preparation of asbuilt drawings, pipe book and other records as per specifications etc. SOR shall be read in conjunction with scope of work (document No. 15963-000-PL-SOW-0002 and 15963-000- PL-SOW-0006), job specific requirements, specifications, standards, drawings and other provision of contract document. For soft / normal soil and rocky area details refer enclosed Alignment Sheets and Soil Investigation Report attached with Tender. The above shall also include the following; 1. Supply and installation of 1 No. 40mm Dia. HDPE Duct including FAT for entire stretch of schedule including all types of crossing, storage, transportation to site, loading, unloading etc. as per specification (Doc. No. 15963-000-TE-SPC-0004).2. Supply of all materials (other than those specifically undertaken to be supplied by the Owner under the contract) necessary for performance of work or for temporary or permanent incorporation in the works, and - All other acts, deeds, matters and things necessary to make the pipeline ready for commissioning and completing the works in all respects as per scope of work, drawings, specifications and instructions of Engineer-in-Charge. 3. Restoration of road and water bodies to their original condition is covered under this line item.4. The Pipeline laying contractor to coordinate with other utility authorities and enable crossing of such utilities and ensure no disruption in their activities by taking necessary precaution and in case of breakage the repairs to be done by contractor themselves at no additional cost to owner.NOTES: 1. The Mainline work also covers the work in all types of open cut crossings (diffrential payment for additional works is covered separately) viz., roads, drains, minor water courses (MWC), rivers, nalas, minor canals, low lying areas, ponds, plant area, relevant item of SOR shall be applicable. 2. Rates for Concrete coating of pipeline as required across minor rivers, ponds, low lying areas etc. shall be paid separately as per different line item. 3. Bidder to note that the rates are inclusive of supply & laying of HDPE duct in same trench of pipeline laying as per Dwg.No.15963-000-PL-DST-0001. 4. Rate for laying / blowing of OFC shall be paid as per separate SOR line item of this tender.5. Refer Document / Drawing nos. (Spec. No. 15963-000-PL-SPC-0014 and Dwg.No.15963-000-PL-DST- 0001 to 0035)Unit rate for additional work payment over and above Item No. 1 to 3 for excavation in the hard rock / boulders up to 3 meters from the N.G.L. The excavation shall be done by controlled blasting / chiseling / sledge hammer or otherwise cutting etc. The contractor shall prepare the work execution plan (WEP to be approved by Owner/Consultant) for the said location stating items such as but not limited to execution methodology, type of blasting, safety measures for site personals & surrounding area, no. of permission required, disposal method of the blasted rock, Potential Hazards likely to be encountered during Excavation/Trenching with tier mitigation shall be identified in WEP, requirement of barricading, warning lights, warning signs, types of protection if trench left open at any time of the day, Risk Assessment and plan of action in case of emergency, etc. For type of trench refer standard drawing no. 15963-000-PL-DST-0001.Notes:1. Blasting (by controlled method only) of Rock for laying of Pipeline shall be done if approved by all the concerned authorities for Schedule 1, Schedule 2, Schedule 3 & Schedule 4.2. Blasting (in any form) of Rock for laying of Pipeline shall not be considered for Schedule 5.3. This item shall be applicable only in case of the conventional method is not feasible for excavation (To be agreed and approved by Owner/Consultant)., Unit rate for additional work payment over and above Item No. 1 to 3. This clause shall refer for unit rate for Laisoning for takeing statutory approval for felling of Scheduled Trees from the forest/concerned authorities of respective states as applicable. The statutory payment required for the same shall be paid by company. Even if there are multiple authorities single unit payment will be considered for each schedule, Unit rate for additional work payment over and above Item No. 1 to 2. Open cut road crossings (Asphalt Roads / Metalled Roads/ Service Roads/ R.C.C. Road). Contractor shall obtain final NOC from all the concerned Autorities for each of the crossing.Notes: 1. Mud roads/ Cart Track and Village roads is excluded and shall be paid under line item 1 to 2, Unit rate for additional work payment over and above Item No. 3. Open cut road crossings (Asphalt Roads / Metalled Roads/ Service Roads/ R.C.C. Road). Contractor shall obtain final NOC from all the concerned Autorities for each of the crossing.Notes: 1. Mud roads/ Cart Track and Village roads is excluded and shall be paid under line item 3, BANK STABILIZATION-8, Unit rate for additional work payment over and above Item No. 1 to 3 Supply and Installation of Company/ Engineer-In-Charge approved suitable and durable material net of essential mesh shall be fixed at the location such as but not limited to the areas where the possibility of the rock falling, landslide, etc. is envisaged by the Engineer-In- Charge / Company. The identifying of such location shall be the responsibility of the Pipeline Laying Contractor also. The identified location shall be brought to the notice of the Engineer-In-Charge / Company and application of the durable material net shall be done in such region with prior permission of the Engineer-In-Charge / Company. The area shall be calculated and paid on basis of per sq.m of net installed.Failing to do so, any such location if identified by any another institution/agency/ Engineer-In-Charge/Company/person (other than the worker or any representative of laying contractor)/or Laying contractor himself after Final clean-up and restoration of ROU (for that identified stretch) and before the final commission of entire pipeline i.e. from Hassan to Cheralapalli, shall be done by Laying contractor. The entire cost for the such unidentified work done shall be borne by the Laying contractor himself., DIF PMT OPENCUT WATER XING-14, DIF PMT OPENCUT WATER XING-8, CONCRETE COATING- OPEN CUTUnit rate for over and above Item (Short = OPEN CUT WATER CROSSING 8) for providing Continuous Concrete coating on the carrier pipe including supply of all consumables and materials and application of continuous concrete weight coating on pipes of all wall thicknesses and concrete coating of the field joints thereof,in all areas of NALA crossings, and performing all works as per specifications and instructions of Engineer-in-Charge and other provisions of Contract document. i.e., continuous concrete coating (mix 1:1.5:3) using specified (approved) wire mesh reinforcement as per approved drawing and technical specifications, including supply of cement, steel wire mesh, aggregate, sand, shuttering and all other materials, consumables, inputs, equipment for concrete sheathing required to complete the job, testing of concrete coated pipes etc. as per dwg.no. 15963-000-PL-DST-0024 and as per direction of Engineer-in-Charge. NOTE: 1. Payment shall be made for the actual length of pipe coated with concrete. Ends of pipe left uncoated/ shall not be considered in the concrete coating length. 2. The rates shall include the concrete sheathing / coating over weld joints in order to arrive at continuously concrete coated pipeline. This weld joint concrete sheathing / coating shall be applied after the hydrostatic pre-test.3. Any other unspecified crossings, as required for execution and as directed by EIC, other than mentioned under this line item shall be executed by contractor at same unit rate for this item.Pipes as per following details :( 8 Dia. Pipeline(all thickness), Continuous Concrete Coating Thickness - 75mm ), Installation of Spiral Wound Gaskets 4.5 mm Thk., Spiral Wound, SS316+Graphite with Soft Steel Centering Ring to ASME B16.20 and details given below:Size 2 INCH, Rating - 600Fabrication, Welding, Erection, Installation & Testing of Above Ground/Underground Piping: Receiving: Receiving And Taking Over Of All (Owner And Contractor Supplied) Materials From Owners Designated Place(S) of Issue. Transport: Transportation Including Loading, Unloading, Handling From Owner Designated Place(S) Of Issue To Contractors Own Stock Yard(S)/ Work Site(S)/ Work Shop(S) Including Arranging All Necessary Intermediate Storage Area(S) Thereof, As Required. Supply: Supply Of All Materials (Except Those Specified Subsequently In SOR), Equipment, Consumables As Defined In Contractors Scope Of Supply And Their Transportation To The Work Site(S). Installation: Performing All Above Ground/Buried Piping Fabrication Works Including Cutting, Edge Preparation (Inclusive Of Grinding The Edges Of But Not Limited To Pipes, Fittings, Flanges To Match With The Matching Edges Of Uneven/Different Thickness Wherever Required), Fit Up, Pre-Heating Wherever Required, Welding, Threading. Erection Of Pipes Of All Types And Thickness Over Sleepers, Overhead On Racks And At All Elevations, Hook-Up With Equipment Nozzles; Installation Of All Type Of Valves. All Types Of Inline And Online Instruments, Such As Pressure/Thermal Safety Valves (Other Than Those Covered Separately), Fittings Of All Sizes I.E, MIJs, Flow Tees, Elbows, Reducers, Tees, O-Lets, Flanges, Blind Flanges, Spectacle Blinds, Tappings For Pressure Gauges, Of All Sizes, Vents And Drains Required For Process And Hydro-Testing Purposes As Applicable. Including Fixing Of All Types Of Gaskets, Studs And Nuts Of All Sizes; All SP Items, Carrying Out Non-Destructive Testing (Excluding Radiography Covered Subsequently In SOR) Such As Magnetic Particle/ Liquid Penetration Etc. As Required; Hook-Up With Existing Piping/Pipeline Installed By Others As Per Drawings Wherever Required; Cleaning And Flushing By Water / Compressed Air, Carrying Out Hydrostatic Test, Pneumatic Test, Valve Functional Test And Any Other Type Of Testing As Specified, De-Pressurizing, Dewatering, Drying By Compressed Air If Applicable; Cutting/ Re-Beveling As Required, Dewatering, Drying By Compressed Air And Providing Commissioning Assistance To Commissioning Contractor / Agency For Process Piping And Commissioning Of Non-Process Piping If Applicable; Clean - Up And Restoration Of Site, Preparation Of As Built Drawings, Documents And Project Records; Transportation Of Surplus Free Issue/Contractor Purchased Materials To Owners Designated Place(S); Completing All Works In All Respects As Per The AFC Drawings, Specifications , Standards And Other Provisions Of Contract And Instruction Of Engineer-In-Charge. Contractor Is Responsible For Installation Of All Flange Joints At Valves, Equipments, Tie-In Points, Spectacle Blinds Etc. Along With Stud And Nuts As Per Piping Material Specification. Copper Jumper Shall Be Provided Across The Flanged Joint And Length Of The Bolt Shall Be Taken Such That At Least Two Threads Remain Exposed After The Nut For Fixing The Continuity Jumper. Installation Of Pipes With Flange Wherever Required Including Gasket & Stud/Nuts As Per Rating. Copper Jumper Shall Be Provided Across The Flanged Joint And Length Of The Bolt Shall Be Taken Such That At Least Two Threads Remain Exposed After The Nut For Fixing The Continuity Jumper. Testing: Perform Hydro Test with Commissioning And Pre-Commissioning Including The Cost Of Supply Of All Material, Equipment And Manpower Required For Developing The Films, Review By ASNT Qualified Personnel, Carrying Out Defect, Repair, Re-Shoot Etc. All Complete As Per Specifications And As Directed By The Engineer-In-Charge. The Hydro Test Work Shall Be Carried Out Complying With All The Statutory And Safety Requirements. Measurement Will Be Done For Each Weld Joint Of Respective Size Of Piping. Radiography Of Weld Joints Of Piping (Using Gama Or X-Ray), Including The Cost Of Supply Of All Material, Equipment And Manpower Required For Developing The Films, Review By ASNT Qualified Personnel, Carrying Out Defect, Repair, Re-Shoot Etc. All Complete As Per Specifications And As Directed By The Engineer-In-Charge. The Radiography Work Shall Be Carried Out Complying 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 Be Measured Again For Payment. Radiography Is Not Required For Fire Water/Utility Water. In Case Of Any Repair, Re-Shoot, Re-Takes, The Same Shall Not Be Measured Again For Payment.All the pipe, fitting, Stud/Bolts and gaskets shall be according to respective piping class as mentioned in piping space, Install, 0.625 x 110mm Stud & Nuts, ASTM A193 Gr. B7/ ASTM A194 Gr. 2H,Fabrication, Welding, Erection, Installation & Testing Of Above Ground/Underground Piping: Receiving: Receiving And Taking Over Of All (Owner And Contractor Supplied) Materials From Owners Designated Place(S) Of Issue. Transport: Transportation Including Loading, Unloading, Handling From Owner Designated Place(S) Of Issue To Contractors Own Stock Yard(S)/ Work Site(S)/ Work Shop(S) Including Arranging All Necessary Intermediate Storage Area(S) Thereof, As Required. Supply: Supply Of All Materials (Except Those Specified Subsequently In SOR), Equipment, Consumables As Defined In Contractors Scope Of Supply And Their Transportation To The Work Site(S). Installation: Performing All Above Ground/Buried Piping Fabrication Works Including Cutting, Edge Preparation (Inclusive Of Grinding The Edges Of But Not Limited To Pipes, Fittings, Flanges To Match With The Matching Edges Of Uneven/Different Thickness Wherever Required), Fit Up, Pre-Heating Wherever Required, Welding, Threading. Erection Of Pipes Of All Types And Thickness Over Sleepers, Overhead On Racks And At All Elevations, Hook-Up With Equipment Nozzles; Installation Of All Type Of Valves. All Types Of Inline And Online Instruments, Such 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, Of All Sizes, Vents And Drains Required For Process And Hydro-Testing Purposes As Applicable. Including Fixing Of All Types Of Gaskets, Studs And Nuts Of All Sizes; All SP Items, Carrying Out Non-Destructive Testing (Excluding Radiography Covered Subsequently In SOR) Such As Magnetic Particle/ Liquid Penetration Etc. As Required; Hook-Up With Existing Piping/Pipeline Installed By Others As Per Drawings Wherever Required; Cleaning And Flushing By Water / Compressed Air, Carrying Out Hydrostatic Test, Pneumatic Test, Valve Functional Test And Any Other Type Of Testing As Specified, De-Pressurizing, Dewatering, Drying By Compressed Air If Applicable; Cutting/ Re-Beveling As Required, Dewatering, Drying By Compressed Air And Providing Commissioning Assistance To Commissioning Contractor / Agency For Process Piping And Commissioning Of Non-Process Piping If Applicable; Clean - Up And Restoration Of Site, Preparation Of As Built Drawings, Documents And Project Records; Transportation Of Surplus Free Issue/Contractor Purchased Materials To Owners Designated Place(S); Completing All Works In All Respects As Per The AFC Drawings, Specifications , Standards And Other Provisions Of Contract And Instruction Of Engineer-In-Charge. Contractor Is Responsible For Installation Of All Flange Joints At Valves, Equipments, Tie-In Points, Spectacle Blinds Etc. Along With Stud And Nuts As Per Piping Material Specification. Copper Jumper Shall Be Provided Across The Flanged Joint And Length Of The Bolt Shall Be Taken Such That At Least Two Threads Remain Exposed After The Nut For Fixing The Continuity Jumper. Installation Of Pipes With Flange Wherever Required Including Gasket & Stud/Nuts As Per Rating. Copper Jumper Shall Be Provided Across The Flanged Joint And Length Of The Bolt Shall Be Taken Such That At Least Two Threads Remain Exposed After The Nut For Fixing The Continuity Jumper. Testing: Perform Hydro Test with Commissioning And Pre-Commissioning Including The Cost Of Supply Of All Material, Equipment And Manpower Required For Developing The Films, Review By ASNT Qualified Personnel, Carrying Out Defect, Repair, Re-Shoot Etc. All Complete As Per Specifications And As Directed By The Engineer-In- Charge. The Hydro Test Work Shall Be Carried Out Complying With All The Statutory And Safety Requirements. Measurement Will Be Done For Each Weld Joint Of Respective Size Of Piping. Radiography Of Weld Joints Of Piping (Using Gama Or X-Ray), Including The Cost Of Supply Of All Material, Equipment And Manpower Required For Developing The Films, Review By ASNT Qualified Personnel, Carrying Out Defect, Repair, Re-Shoot Etc. All Complete As Per Specifications And As Directed By The Engineer-In-Charge. The Radiography Work Shall Be Carried Out Complying 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 Be Measured Again For Payment. Radiography Is Not Required For Fire Water/Utility Water. In Case Of Any Repair, Re-Shoot, Re-Takes, The Same Shall Not Be Measured Again For Payment.All the pipe, fitting, Stud/Bolts and gaskets shall be according to respective piping class as mentioned in piping spce, Supply of 2 nickel-plated, double compression type, Industrial, IP55, brass cable glands, all accessories and fixing material suitable for Indoor/outdoor terminations of Al/Cu conductor, XLPE/PVC insulated, PVC inner sheathed,galvanised steel wire/flat armoured, PVC outer sheathed, power/control cables. Note: Contractor shall check the actual site requirement of glands, reducers(if required) and the matching thread (like ET/ISO/Metric) requirement before supplying the same, Supply of Hot dip galvanised (610 gms per sq.m) GI 520mm x 50mm x 6mm earth bus with pre-drilled 10 mm holes.Supply of above earthbus and all accessories and fixing material as per approved drawings, layouts, specifications, datasheets, vendor list etc. including the transportation upto the site/yard, unloading, storage at site and including supply of installation material as per installation details with any additional material as per actual site requirement and/or instructions of site-in-charge etc. so as to ensure the completeness of installation work. CONTRACTOR shall be responsible for selection and supply of exactly suitable material as per the layouts, datasheets, specifications and actual site conditions for safe and standard installation. Note that These quantities are approximate and payment shall be made for actual equipment / materials installed by the Contractor as part of permanent installation based on Issued for Construction drawings. Actual billing shall be done only on permanantely installed quantities and not on supplied quantities. Any balance material supplied by Contractor but not permanently installed at site shall be taken back by Contractor and shall not be billed to Purchaser and/or Consultant, Installation of First aid information chart for electric shock treatment printed in English, Hindi , local language duly framed with front glasses, Installation, testing and Commissioning of Flameproof type (suitable for Ex-d, Zone-1&2, Gas grp IIA/IIB, Temp. class T3), 240V, 1ph, 50Hz, 100W, LED, pole mounting, integral floodlight fixture with flameproof junction box & flameproof control gear box complete with lamps, housing, reflectors, flameproof glands, metallic plugs etc. and all other accessories as required at sitE for pigging area. The Lumens output of the fixture shall be min. 8500 and BALIGA make, model type: FLPW-2595L LED 100W or any other equivalent model and make.Receiving, handling, loading, unloading, unpacking, transporting equipment / accessories from storage point or any other location within the project site, alignment, assembling of various parts, inter-connections, grouting of fixing bolts & other associated work (including cutout in the false ceiling, chipping of concrete, making it good etc.) and Installation, testing and commissioning under the supervision of HPCL / WP of above lighting equipment. Rate shall include mounting of fixture along with its accessories like chokes, condensers, reflectors, control gear boxes and lamps, checking of internal wiring. All consumables such as ball and socket, hanger rods, lugs, glands, GI chains, hardwares, anchor-fasteners etc. are in the scope of the contractor. Contractor shall consider all associated work as indicated in respective installation standard drawings, scope of work and as per the directions of the Engineer-in-charge, Liasioning and carrying out all activities required for acquisition of legally acceptable piece of land for setting up Sectionalising Valve station/ IP Station along the pipeline from the list tentative SV station locations marked in process schematic diagram. The approximate land size for SV station may be 35 mx 55m, however this land requirement and size may be optimised or increased further by HPCL. The final requirement will be advised by HPCL/consultant for the permanent acquisition to set up SV station/IP station with allied facilities. Contractor shall assist in acquisition of land through direct negotiations till possession, registration and NA permission. Vendor to quote for item considering they have to do DILR survey, Bonafide Industrial purpose certificate, Town planning approval and any other requirement as per State Authorities requirement.The payment for the land procured along with agreement amount, stamp duty would be paid by HPCL.Contractors ScopeThe Contractors scope of job includes, but is not limited to, the following:a)Assist identification of plot in close vicinity to the chainages of the respective Sectionalising valve Stations along the pipeline route and acceptance by HPCL.b)Taking consent from the land owners.c)Collection of revenue records, establishing correctness of ownership by search/ revenue records, nil encumbrances etc. d)Obtain the required documents from revenue department and get it verified from an Advocate from HPCLs approved lawyers. Payment to lawyers is in the scope of contractor.e)Submit cleared documents with Legal certification to HPCL for final Legal clearance from HPCLs Legal department. f)Contractor shall carry out the survey of the land from RDO or Dy Inspector of Surveyor or other designated authority and mark the four corners of land. The report shall be part of deliverables of contractor before agreement.g)Providing HPCL with the latest registered land value in the surrounding area, actual land sale / purchase transactions in the area during last 6 months, if any, details of any acquisition proceedings that have been initiated or proposed to be initiated by local authorities / bodies, trend in the real estate value in the area.h)Making arrangements for negotiations for the land by HPCL. There may be multiple negotiations for the same land. No extra payment would be made in such cases.i)Contractor shall arrange to give the paper notice for such land on behalf of HPCL and obtain the reports of any objection after 15-day waiting period.j)Only such legally and technically cleared lands will be considered and given clearance to the contractor for purchase of such lands.k)All the statutory payments for the land upto agreement including survey, paper notice etc., shall be paid by the contractor only.l)The legally cleared agreement shall be given by HPCL and agreement amount to be made by the contractor. The payment to the land owners for the land proposed to be acquired shall be made by HPCL.m)Expediting subsequent formalities including signing of agreements or sale deed if any, to facilitate possession of land by HPCL.n)Obtaining all required approvals/ no objection certificates from concerned authorities like village panchayats or municipalities etc. under whose jurisdiction each plot of land falls, for constructing and setting up the Sectionalising Valve Stations.o)Obtaining approvals from concerned road authority for laying of approach road to Sectionalising Valve Stations from the nearest road.p)Registering the land in HPCLs name.q)Entry of HPCLs name in original Land Records on the acquired plot no. and obtaining copy of the same in support.r)Getting Non Agricultural conversion of the land if required.s)After taking possession of the land contractor to prepare layout plan of station showing outside roads etc. t)Obtaining Grid Power electrical connection from SEB if requiredHPCLs scope In above context shall be limited to:a)Obtaining Legal Clearance from HPCLs Legal department.b)Obtaining approval from HPCLs committee & Making payment to land owners.c)Payment of statutory fees like registration fees, stamp duty etc., by HPCL (if any).d)Approved layout plan from engineering consultant shall be provided by HPCL, etc.