Indian Oil Corporation Limited-IOCL has published Laying Of 12 And 8 Inch Crosscountry Pipe Line From Pitwans To Giddah Laying Of 12 And 8 Inch Nb , 40 Km Cross Country Natural Gas Carbon Steel Pipeline From Pitwans To Giddha ( Along Phdpl Aug Row. Submission Date for this Tender is 22-05-2020. Pipe Laying Tenders in BHOJPUR Bihar. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 04-May-2020 | ADDENDUM NO. 1 | Date | 18-05-2020 |
| 2 | 09-May-2020 | Reply to Pre-Bid Queries MAP | Other | 18-05-2020 |
| 3 | 15-May-2020 | CORRIGENDUM-1 | Technical Bid | 18-05-2020 |
| 4 | 18-May-2020 | CORRIGENDUM-2 | Date | 22-05-2020 |
| Name of Work: Laying of 12''/8''NB 40km (Approx.) Cross Country Natural Gas (NG) Crabon Steel (CS) pipeline from Pitwans to Giddha (Along PHDPL-AUG RoW) | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 2 | Laying of 12''/8''NB 40km (Approx.) Cross Country Natural Gas (NG) Crabon Steel (CS) pipeline from Pitwans to Giddha (Along PHDPL-AUG RoW) | Item 0001 | ||
| 2 | 3 | WORKS IN THE STATE OF BIHAR | Item 0002 | ||
| 3 | 4 | INSTALLATION OF CARRIER PIPE BY OPEN TRENCH METHOD (ALL KINDS OF SOIL) | Item 0003 | ||
| 4 | 5 | Laying of Owner-supplied 3 - Layer PE coated line pipes & valves (4" & above) , including arranging all additional land/construction corridor, beyond Owner's ROU/ROW, required for Contractor’s storage, fabrication, access for construction site, movement of construction equipment etc., receiving and taking over Owner-supplied materials, handling, transportation etc. from Owner’s issue point to work site, stringing along Right of Way (ROW)/ pipeline corridor, providing labour, equipment and supply of other inputs & materials/ consumables necessary to perform and complete the work in all respects in accordance with the contract including, but not limited to, the following works;\na. Receiving and taking-over as defined in the specifications, handling, loading, transportation and unloading of Owner supplied 3 - Layer PE coated line pipes & valves (4" & above) from Owner designated stock-yard to Contractor's own stock yards / workshops / work-sites, including placing of pipe trailors for taking delivery of pipes from stockpile, carrying out holiday detection and verification of pipes at the time of taking delivery), transportation of pipes to ROW/ work site/ Contractor's storage location etc.\nb. Surveying of Routes & detours required at the time of construction including marking the same in topographical sheet, preparation of AFC drawings showing survey details and submit same to Owner/ Owner’s Representative for review. | Item 0004 | ||
| 5 | 6 | c. Staking and installation of construction markers, Clearing and grading of ROW/ pipeline coridor, grubbing, cutting of trees, fulfilling all the requirements of various statutory / environment authorities to the entire satisfaction of concerned authorities, including keeping record of trees cut, de-watering, obstruction/ fence removal within the ROU/ pipeline route alignment in co-ordination with concerned authorities and obtain permissions from these authorities\nd. Stringing of pipes along ROW including providing straw bags/ soft padding (in Rocky areas requiring blasting for preparation of trench, pipes shall be strung after the blasting operation and clearing of trench and instructions of Site Engineer/ Engineer-in-Charge),\ne. Carrying out repairs of pipe defects/ replacement in case of irreparable defects and repairs of defects of pipe coating not attributable to Owner including defects/ damages occurring during transportation/ handling.\nf. Checking, cleaning, aligning, bending, cutting and beveling (as required) of pipes for welding and field adjustments including pipe fittings, welding, carrying out non-destructive testing of welds as required including 100% radiography or Ultrasonic testing if radiography is not possible and providing all requisite equipment, labor, supervision, materials, films, consumables, all facilities and personnel to process, develop, examine and interpret radiographs and other tests as required, carrying out repairs of welds joints found defective by Owner/ Owner’s Representative, carrying out re-radiography or Ultrasonic testing if radiography is not possible and other tests as required on repaired joints. Ultrasonic testing of golden joints. | Item 0005 | ||
| 6 | 7 | g. Carrying out coating of all field weld joints, by qualified coating insulators, including supply of approved joint coating materials, providing all equipment, materials and consumables necessary to carry out the job as per manufacturer’s recommendation,\nh. Making field bends out of free issued 3LPE coated pipes to match the site requirement and its installation. Installation of hot-pulled bends (LR) at required locations in mainline including cutting, bevelling, fitment, coating the bare bend pipe with approved cold-applied tape coat / PU coating etc.,\ni. Carrying out holiday detection, at specified voltage level corresponding to coating type and as per specifications, and repair of coating, if any,\nj. Trenching to all depths & width to accomodate the pipeline and/or OFC/HDPE duct by excavation in all types of soils including soft/ hard rock, chiseling etc. to maintain clear earth cover as per specification/ drawing and to fit minimum bend radius, by excavation in all kinds of terrain & soil, including stripping top soil to a depth of 300 mm to the full anticipated width of the ditch and storing this material separately along the ROW to allow replacement of this material on top of the backfilled ditch (in cultivable and other areas specially designated by Owner), | Item 0006 | ||
| 7 | 8 | k. Lowering the pipeline in trench, tieing-in, backfilling with excavated earth and/or other suitable soil (top soil stored separately during trenching shall be backfilled on top of the ditch) as directed by Engineer- in- charge,\nl. Laying pipeline by open-cut method at crossings viz., cart-track, metalled/ un-metalled roads, minor water courses (MWC), (except crossings identified as "Cased", "Submerged" & "HDD" crossings and "Marshy areas") and restoration of the site to original condition including performance of additional works for strengthening of banks of water courses etc.,\nm. Carrying out installation of carrier pipe in the casing pipe at cased crossings (excluding installation of casing pipes which is covered separately with or without bundle pulling), it includes preparation of drawings and calculation, wherever required for crossings.\nn. Supply & Installation of 10mm thick Neoprane Sheet as per standard drawing at foreign pipeline crossing, Underground EHV power cable (= 66 KV) crossing and HT power cable crossing locations\no. Supply and Installation of slope breakers, bank protection wherever required and as directed by Owner / Owner's Representative.\np. Taking of DGPS co-ordinate of all field joints, Refrence Points with Landmarks & inform to Owner in the approved format. Co-ordinate shall be taken as per instrument approved by Owner | Item 0007 | ||
| 8 | 9 | q. Carrying out air cleaning, gauge pigging and hydrostatic testing (to specified pressure) of the complete pipeline (excluding those HDD crossing sections not under the scope of this 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 after successful hydrotesting,\nr. Precommissioning activities like swabbing, drying, EGP of the complete pipeline network and the associated facilities being installed to the specified acceptance criteria as per Owner/ Owner's Representative.\ns. All tie-ins, including tieing-in with Adjacent/ HDD sections along this pipeline route,\nt. Protective coating of 450 micron thick two component epoxy / polyurethane (applied with the help of minimum three coats) including supply of materials duly approved by owner for all piping, Valves, fittings, structural steels etc. for buried installation and inside the valve pit.\nu. Maintaining the completed pipelines/ installation for any defect, failures during defect liability period (i.e. 12 months from date of commissioning of Pipeline).\nv. Ensuring proper safety as per codes & standard practices during construction, cordoning off the work area, providing warning signs, barricading and proper tools & tackles, Equipping the workers with safety boots, helmets and fluorescent aprons & barricading as per enclosed drawings. The barricading is to be done throughout along the trench/ welding string. | Item 0008 | ||
| 9 | 10 | w. Final clean-up and restoration of ROW/ construction corridor, field bunds etc. and obtaining NOC from statutory authorities as required, disposal of debris and returning surplus material to designated disposal areas/ storage location, as directed by Engineer-in-Charge, restoration of land, facilities and boundary wall etc. for facilities dismantled/ damaged by Contractor during construction, obtaining work permits/ NOC from various authorities having jurisdiction before execution of work and complying with all stipulations/ conditions/ recommendation of the said authorities, obtaining NOC from respective land owners in respect of final restoration of their land etc.,\nx. Preparation of As-built drawings, pipe-books (1 set of tracing on polyester film and 3 sets of As-built drawings and 1 soft copy and 6 copies of pipe book) All the works shall be executed in accordance with the provision of contract including carrying out all temporary/ ancillary/ auxiliary works required of the performance of the works and all other acts, deeds, matters and things necessary to make the pipeline ready for pipe commissioning activities.\ny. 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 \nz. Any other activities not mentioned/ covered explicitly above, but otherwise required for satisfactory completion/ operation/ safety/ statutory/ maintenance of the works shall also be covered under the scope of work and has to be completed by the Contractor within specified time schedule at no extra cost to owner. The pipeline laying shall be done as per specification, code & standard & guideline by Owner/ Owner’s Representative. | Item 0009 | ||
| 10 | 11 | Specified NB (inch) x Wall thickness (mm) - Material of Construction | Item 0010 | ||
| 11 | 12 | 12" x 7.1 mm - API 5L X 52 ( HFW / SMLS ) | Item 0011 | 37000 | M |
| 12 | 13 | 08" x 6.4 mm - API 5L X 52 ( HFW / SMLS ) | Item 0012 | 900 | M |
| 13 | 14 | Note:\n1. This item shall be applicable for the pipeline, fittings, accessories, valves etc. between existing / proposed underground tap-off points from existing steel main grid to I.J. for U/G portion.\n2. For restoration of asphalt / concrete roads, the item for construction of asphalted top/ concrete top/ red stone etc. shall be paid separately under relevant SOR item for restoration of roads.\n3. Supply of Long Radius bends (R = 6 D) is in the Contractor scope, it shall be paid seprately under relavant SOR item.\n4. Concrete sheathing of carrier pipe shall be paid seprately. | Item 0013 | ||
| 14 | 15 | CLEARING & GRADING- OPTIONAL | Item 0014 | ||
| 15 | 16 | Staking and installation of construction markers, Clearing and grading of ROW/ pipeline coridor, grubbing, cutting of trees, fulfilling all the requirements of various statutory / environment authorities to the entire satisfaction of concerned authorities, including keeping record of trees cut, de-watering, obstruction/ fence removal within the ROU/ pipeline route alignment in co-ordination with concerned authorities and obtain permissions from these authorities | Item 0015 | 5000 | M |
| 16 | 17 | EXCAVATION - HARD ROCK | Item 0016 | ||
| 17 | 18 | Excavation of hard rock, wherever hard rock of single piece exceeding 1.5m in any direction and removable only by pneumatic chisel / drill / rock-breaker. The rates are payable\nover and above the laying rates considered under SOR item specified as INSTALLATION OF CARRIER PIPE BY OPEN TRENCH METHOD (ALL KINDS OF SOIL). | Item 0017 | 500 | CUM |
| 18 | 19 | SOFT SOIL / SAND FILLING (Preferably) - ROCK AREA | Item 0018 | ||
| 19 | 20 | 150 mm Pre Padding & 200 mm Post Padding in pipeline trench using Soft Soil/ Sand (preferably) filling as directed by the EIC. | Item 0019 | 500 | CUM |
| 20 | 21 | SUPPLY & INSTALLATION OF CASING PIPE ALONG WITH MAIN CARRIER PIPELINE | Item 0020 | ||
| 21 | 22 | Supply & Installation of carbon steel Casing pipe (with coal tar epoxy coating of minimum 300 microns after proper cleaning including supply of coating material, consumables etc.) by augur boring & Jacking method / Moling for crossings in all types of soils and terrain, including laying of 2 nos. HDPE telecom duct / CS Conduit (in case of Railway Crossing) & all associated works which includes supply of Casing Pipe of material IS-3589, FE-0410/ API 5L Gr. B or equivalent, all other materials, equipments, consumables, manpower, welding of steel casing and jointing of HDPE telecom duct including visual inspection of all weld joints/ HDPE joints, pre-installation hydrostatic testing, backfilling and restoration as original of the facilities crossed and performing all works as per drawings, specifications and instructions of Owner/ Owner's Representative and provisions of contract document. Submission of as built drawings. | Item 0021 | ||
| 22 | 23 | 18" NB Carbon steel casing pipe (Augur boring & Jacking Method / Moling) | Item 0022 | 200 | M |
| 23 | 24 | Note:\n1. Payment shall be based on the actual length of cased crossings.\n2. Casing end seals, casing insulators, vent & drain connections are to be provided by contractor.\n3. Above rates for this SOR item is inclusive of all works involved and as specified in INSTALLATION OF CARRIER PIPE BY OPEN TRENCH METHOD (ALL KINDS OF SOIL). No extra payment shall be made for laying of carrier pipeline.\n4. The supply and laying of HDPE duct for this cased corssing item is included in this SOR item and will not be paid separatly.\n5. Only supply of CS conduit for HDPE duct (if required) is not included in this item and shall be paid separatly as per relavant item of this SOR. | Item 0023 | ||
| 24 | 25 | INSTALLATION OF CARRIER PIPE (CARBON STEEL) BY TRENCHLESS METHOD. | Item 0024 | ||
| 25 | 26 | Receiving and taking-over as defined in the specifications, handling, loading, transportation and unloading of Owner supplied 3-Layer PE coated line pipes from Owner designated stock-yard to Contractor's own stock yards / workshops / work-sites including preliminary activities, carrying out inspection of owner supplied materials ( 3-LPE coated line pipe ) at the time of taking over and supply of all materials ( except 3-LPE coated line pipe ) consumables, equipment, labor and other inputs, carrying out all temporary, ancillary, auxiliary works, as per drawings, Specifications, other provisions of Contract document and instruction of Owner/ Owner’s Representative, including but not limited to carrying out the following works:\na) Site Preparation, welding, radiography, coating field joints with special type heat shrinkable sleeves ( Direx ) pretesting of completed carrier pipe and making the string and welding of entry & exit point of HDD/boring with main pipeline.\nb) Pre installation hydrotesting including leaks detection and repair of defects and retesting etc. for defects attributed to contractor's faulty work Hydrotesting with mainpipeline and precommissioning activities like swabbing, drying to the specified criteria as per owner/owners representative.\nc) Purging with nitrogen and Commissioning of complete pipeline network including supply of all equipment, machinery, consumables, tools and tackles, manpower, etc., as per specification, provisions of bid document and instructions of Owner/Owner’s Representative.\nd) Final dossier all notes & calculations as required in the specification.\ne) Preparation of as-built drawings, pipe-books (1 set of tracing on polyester film and 6 sets of as - built drawings and 1 soft copy and 3 copies of pipe book). | Item 0025 | ||
| 26 | 27 | Installation of Crossings of carrier pipes by HDD / Moling for Road, Nala and Canal crossings etc. wherever required in all types of soils and terrain including HARD ROCK DRILLING USING DIAMOND CUTTER, pretesting, post testing etc., including laying of HDPE telecom duct in case of HDD & moling alongwith all associated works supply of all other materials, equipments, consumables, manpower, jointing of HDPE Telecom Duct including visual inspection of all weld Joints/HDPE Joints, backfilling and restoration as original of the facility crossed and performing all works as per drawings, specifications and instructions of Owner/ Owner's Representative and provisions of contract document. This includes preparation and execution of HDD for bundle pulling of 4 inch CS conduit along with HDPE Duct with carrier pipe pulling.\n\nAny other activities not mentioned/ covered explicitly above, but otherwise required for satisfactory completion/ operation/ safety/ statutory/ maintenance of the works shall also be covered under the scope of work and has to be completed by the Contractor within specified time schedule at no extra cost to owner. It shall be done as per specification, code & standard and guideline by Owner/ Owner’s Representative. | Item 0026 | ||
| 27 | 28 | Installation of 12" NB PE Coated Steel pipe alongwith 4 inch CS conduit as required by HDD | Item 0027 | 700 | M |
| 28 | 29 | Installation of 12" NB PE Coated Steel pipe alongwith 4 inch CS conduit as required by HDD in HARD ROCK USING DIAMOND CUTTER | Item 0028 | 200 | M |
| 29 | 30 | Installation of 08" NB PE Coated Steel pipe alongwith 4 inch CS conduit as required by HDD | Item 0029 | 100 | M |
| 30 | 31 | Installation of 8" NB PE Coated Steel pipe alongwith 4 inch CS conduit as required by HDD in HARD ROCK USING DIAMOND CUTTER | Item 0030 | 50 | M |
| 31 | 32 | Note:\n1. Payment shall be based on the actual length (Length between tie-in joints) of pipeline laid by HDD / Manual Moiling. Exact location of tie-in shall be approved by Owner/ Owner's Representative.\n2. Above specified rates of this SOR for steel pipeline laying is inclusive of carrier pipe string preparation (welding, NDT, pretesting, Coating field joints with special heat shrinkable sleeves (direx), Post Hydrotesting, pre-commissioning etc.).\n3. The length of HDD/ moling mentioned is tentative and may vary to the considerable extent, depending upon requirements as per site conditions and shall be decided by Engineer-in-Charge.\n4. Payment for the length of final tie-in carrier pipeline string with mainline laid by HDD/ moling are inclusive in this above item rate. No separate payment shall be made under other clauses mentioned elsewhere.\n4. The supply and laying of HDPE duct is included in this SOR item and will not be paid separatly.\n5. Only supply of CS conduit for HDPE duct (as required) is not included in this item and shall be paid separatly as per relavant item of this SOR.\n6. This item shall be executed as per specific instruction of Engineer-In-Charge.\n7. The HDD shall be executed as per specific instruction of Engineer-In-Charge only after confirmation of soil / bore log data. | Item 0031 | ||
| 32 | 33 | INSTALLATION OF CARRIER PIPE BY SHALLOW HDD METHOD (NORMAL SOIL) | Item 0032 | ||
| 33 | 34 | Execution of road/other crossing by Shallow Horizontal Directional Drilling (HDD) technique including mobilization & de-mobilization at site(s), supply of all materials as per the `Scope of Supply' and all consumables, equipment, manpower & other resources and arranging the required land for site preparations and execution of, but not limited to, the following works in accordance with the specifications, drawings and as per all provisions of the contract document complete in all respect as per the instructions of the Engineer – in – charge /Site engineer.\n'Taking delivery and transportation of Owner-supplied 3LPE coated pipes to the work site from designated stockpile location, inspection of the coated pipes visually and/or with holiday detector for defects, including arranging all necessary intermediate storage area required thereof till the pipes are installed in permanent position.\n'Complete site preparation including arranging of required land, setting up of fabrication yard, preparation of temporary arrangement for pipeline stringing, launching etc.\n'Carrying out repair of pipe defects, replacement in the case of non-repairable defects and repairing damages to pipe coating including defects/ damages occurring during transportation and handling.\n'String preparation including repair of pipe and pipe coating defects, welding, non-destructive testing of welds including 100% radiography (by X-ray), supply of films & all equipment and providing all facilities to Owner's representative(s) for examining radiographs, repair of defects in the welds and re-testing etc.\n'Carrying out pre-installation hydrostatic testing of the complete pipeline string, as per the specifications, including repair of defects and retesting etc.\n'Coating of the field joints of the pipe string to be installed by shallow HDD method with DIRAX heat shrink sleeves of approved make used for HDD crossings.\n'Repair of all coating damages in the pipe section to be laid by shallow HDD method by full encirclement sleeves using suitable cut sections of approved quality of heat shrink sleeves of approved make.\n'Supply & fixing of easy to install heat shrinkable duct end caps for HDPE duct for OFC (wherever OFC has to be laid along with the carrier pipeline).\n'Installation of the pipeline and OFC conduit as a bundle crossing below the Road/ other utility horizontally by shallow HDD operation to the correct profile as per the approved drawings in a pre-reamed hole of appropriate size.\n'Carrying out post-installation coating survey as per approved procedure.\n'Restoration, clean-up and disposal of drilling fluid, waste and all other surplus materials etc.\n'All other works not specifically listed herein, but required as per specifications, drawings, provisions of the contract document, calculations and construction method statement, leading to successful completion of the works. | Item 0033 | ||
| 34 | 35 | Installation of 12" NB PE Coated Steel pipe along with 2 Nos HDPE Duct as required by Shallow HDD method | Item 0034 | 200 | M |
| 35 | 36 | Note:\n1. Payment shall be based on the actual length (Length between tie-in joints) of pipeline laid by Shallow HDD. Exact location of tie-in shall be approved by Owner/ Owner's Representative.\n3. The length of Shallow HDD mentioned is tentative and may vary to the considerable extent, depending upon requirements as per site conditions and shall be decided by Engineer-in-Charge.\n4. Payment for the length of final tie-in carrier pipeline string with mainline laid by Shallow HDD are inclusive in this above item rate. No separate payment shall be made under other clauses mentioned elsewhere.\n4. The supply and laying of HDPE duct is included in this SOR item and will not be paid separatly.\n6. This item shall be executed as per specific instruction of Engineer-In-Charge. | Item 0035 | ||
| 36 | 37 | SUPPLY AND INSTALLATION OF ROCK SHEILD | Item 0036 | ||
| 37 | 38 | Supplying & providing aproved type of extruded polyethylene mesh (rock shield) on mainline pipe to protect the coating against rocky soil including supply of all inputs such as labour, materials, consumables etc. necessary to perform and complete the work in all respects in accordance with the specifications, manufacturer's recommendation and instruction of Site Engineer / Engineer-In- Charge.\nRock shield shall be of minimum thickness as specified in the technical specification, flexible PVC (polyvinyl chloride), strand extruded rock shield pads. | Item 0037 | ||
| 38 | 39 | 12" NB | Item 0038 | 500 | M |
| 39 | 40 | Note:\n1. Rock shield pads shall be affixed to pipe utilizing non-metallic bands of filament tape.\n2. Spacing of non-metallic banding shall not exceed 80 cm on center.\n3. Rock shield shall completely encircle the pipe with a minimum overlap of 10 cm. Overlap shall be located at the bottom radius (6 o’clock position).\n4. Back-fill should be “shaded” into the trench during back-fill procedure. Do not dump back-fill directly on protected pipe.\n5. Follow manufacturers recommendations.\n | Item 0039 | ||
| 40 | 41 | INSTALLATION OF SV STATIONS | Item 0040 | ||
| 41 | 42 | All works for installation of all underground & above ground piping at all elevations and below ground at all depth for Sectionalizing Valve Station as per P & ID & GAD in all type of terrains and soils including "Receiving and taking over" as defined in the specifications, handling, loading, transportation and unloading of all Owner supplied materials i.e. extended stem, butt welded, sectionalizing ball valve, other types of valves, line pipes for mainline from Owner's designated place(s) of issue to work site, Supply of pipes, fittings & valves for piping of size below 4" dia, supply of all consumables, materials, manpower and carrying out all mechanical works of underground and above ground piping including fabrication, welding, non-destructive testing of welds by radiography or Utrasoninc Testing in case radiography is not possible, weld repairs/ retesting, cleaning/ flushing, pre-hydrotesting & hydrostatic testing, dewatering, functional testing, cutting of mainline and beveling (if required), tie-in of valve assembly, including radiography of tie-in joints and Ultrasoninc testing of Golden joints, corrosion, coating and external painting as required.\nInstallation of instruments like pressure/ temperature instruments/ gauges, provision for tubing to the actuator in future, obtaining all statutory clearances, approvals and permissions for the works (wherever required).\nExcavation in all types of soil including soft / hard / rocky surfaces, providing 200 mm thk PCC for valve base support, backfilling and compaction with approved soil for installation of pipes and fittings, etc including sand padding all around the valves in SV station, pipe supports and fencing would be paid against separate SOR s ), painting, 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. | Item 0041 | ||
| 42 | 43 | SV STATION WITH VENT ARRANGEMENT WITHOUT FUTURE TAP-OFF | Item 0042 | ||
| 43 | 44 | 12" NB | Item 0043 | 4 | Nos. |
| 44 | 45 | Note:\n1. Bolts, nuts, washer, U-clamps, gaskets etc. of all sizes required for piping facilities shall be procured and supplied by the contractor with in the rate quoted.\n2. This work is exclusive of all works associated with main pipeline covered under SOR item specified as INSTALLATION OF CARRIER PIPE BY OPEN TRENCH METHOD (ALL KINDS OF SOIL).\n3. All civil / structural works including area fencing and gate, pipe supports, valve chamber shall be paid separately as per unit rate provided elsewhere in the SOR.\n4. 4" and above (fittings & flanges etc. ), material supply is also in the contractor scope. It shall be be paid separately under Supply item provided elsewhere in the SOR. | Item 0044 | ||
| 45 | 46 | PURGING & INERTIZATION OF PIPELINE - INCLUDING SUPPLY OF NITROGEN | Item 0045 | ||
| 46 | 47 | Purging and inertization of pipeline section between the two isolation valves with nitrogen to make the pipeline section free from oxygen including supply of required quantity of nitrogen and all equipments, tools and tackles, manpower etc. required for the works and as per instruction of engineer in charge. Complete with necessary regulator, hoses, pressure guage, connections with tools and tackles. Submission of purging plan for approval before actual work and complete assistance for purging. By filling and pressurizing with nitrogen upto a pressure of 2 bar(g). | Item 0046 | ||
| 47 | 48 | 12" NB | Item 0047 | 38700 | M |
| 48 | 49 | 08" NB | Item 0048 | 1050 | M |
| 49 | 50 | Supply & Filling of additional nitrogen through labelled, tested, and certified cylinders of 7cum, complete with necessary regulator, hoses, connections with tools and tackles instruction of EIC.\nPayment shall be made on number of nitrogen cylinders used on actual basis. | Item 0049 | 200 | Nos. |
| 50 | 51 | Note:\n1. Contractor shall be responsible for maintaing the pressure up to 2 bar(g) till commissioning. However, Additional nitrogen filling shall be paid as per SOR mentioned immediate above for maintaing the presurre up to 2 barg on actual basis. | Item 0050 | ||
| 51 | 52 | PIPELINE LAYING / INSTALLATION OF ABOVE GROUND PIPELINE\n(WHEREVER REQUIRED AT Pitwans SV and Giddha bottling plant) | Item 0051 | ||
| 52 | 53 | Receiving and taking over of all free issue materials from company’s designated place of issue, handling including lifting, transportation from Owners and / or contractors storage point to work site / workshop as applicable for fabrication or / and to work site for field fabrication and erection for all piping items supplied by COMPANY / CONTRACTOR.\nFabrication including cutting, edge preparation, inclusive of grinding the edges of pipes, fittings etc. to match with grinding the edges of pipes, fittings etc. to match with the matching edges of uneven / different thickness wherever required fit - up bending, preheating wherever required, welding etc. pipe fittings like elbows, tees, reducers, weldolets, sockolets, vent and drain point connection etc. including providing stub-in connection, fabricated fittings and reinforcement pads etc. as required. Carrying out Non-destructive testing as per specification & instruction of EIC. | Item 0052 | ||
| 53 | 54 | 12" NB | Item 0053 | 42 | Nos. |
| 54 | 55 | 10" NB | Item 0054 | 12 | Nos. |
| 55 | 56 | 8" NB | Item 0055 | 22 | Nos. |
| 56 | 57 | 4" NB | Item 0056 | 33 | Nos. |
| 57 | 58 | 2" NB | Item 0057 | 43 | Nos. |
| 58 | 59 | 0.75" NB | Item 0058 | 20 | Nos. |
| 59 | 60 | Note:\n1. All materials of sizes below 4" shall be in contractor's scope. \n2. Welding Joints under above SOR item are for Above Ground Piping only (Except Flange).\n3. The above SOR item shall be carried out only when instructed by Engineer In charge.\n4. 4" and above (fittings & flanges etc. ), material supply are in the contractor scope. It shall be be paid separately under Supply item provided elsewhere in the SOR on actual quantity basis.\n5. Bolts, nuts, washer, U-clamps, gaskets etc. of all sizes required for piping facilities shall be procured and supplied by the contractor within the rate quoted. These items shall not be separately measured and paid. | Item 0059 | ||
| 60 | 61 | WELDING OF PIPES WITH FLANGES | Item 0060 | ||
| 61 | 62 | Receiving and taking over of all free issue materials from OWNER’s designated place of issue, handling including lifting, transportation from Owners and / or contractors storage point to work site / workshop as applicable for fabrication or / and to work site for field fabrication and erection for all piping items supplied by COMPANY / CONTRACTOR.\nFabrication including cutting, edge preparation, inclusive of grinding the edges of pipes, flanges etcto match with the matching edges of uneven / different thickness, preheating wherever required, welding etc. including supply and fixing of all types of gaskets (including gaskets for RTJ flanges), bolts and nuts for all sizes. Carrying out Non-destructive testing as per specification & instruction of EIC. | Item 0061 | ||
| 62 | 63 | 12" NB | Item 0062 | 3 | Nos. |
| 63 | 64 | 10" NB | Item 0063 | 2 | Nos. |
| 64 | 65 | 8" NB | Item 0064 | 4 | Nos. |
| 65 | 66 | 4" NB | Item 0065 | 19 | Nos. |
| 66 | 67 | 2" NB | Item 0066 | 32 | Nos. |
| 67 | 68 | 0.75" NB | Item 0067 | 5 | Nos. |
| 68 | 69 | Note:\n1. All materials of sizes below 4" shall be in contractor's scope. \n2. Welding Joints under above SOR item are for Above Ground Piping only (Except Flange).\n3. The above SOR item shall be carried out only when instructed by Engineer In charge.\n4. 4" and above (fittings & flanges etc. ), material supply are in the contractor scope. It shall be be paid separately under Supply item provided elsewhere in the SOR on actual quantity basis.\n5. Bolts, nuts, washer, U-clamps, gaskets etc. of all sizes required for piping facilities shall be procured and supplied by the contractor within the rate quoted. These items shall not be separately measured and paid. | Item 0068 | ||
| 69 | 70 | ERECTION & TESTING | Item 0069 | ||
| 70 | 71 | Complete work of erection, painting, testing and making ready for further commissioning / start - up carbon steel piping and fittings of all sizes and ratings including supply & installation of all fittings like elbow, tees, reducers, swages, weldolet, sockolets, nipples, flanges, blind flanges, spectacle blind flanges, valves, pipes of sizes below 4” NB and of all ratings including supply of all consumables, equipment, manpower and other resources and execution of but not limited to the following works in accordance with relevant specifications, drawings, scope of work and instruction of Owner/ Owner's Representative and as per all provisions of the contract document.\n\nErection of pipes of all types and thickness over sleepers, overhead on rack and at all elevations, connecting with equipment nozzle, aligning and installation for all types of valves, all online instruments and fittings of all sizes of elbow, reducers, tees, flanges blind flange, spectacle blind flanges, branch connection / tapping, vents and drains, required for process and hydro testing, tapping for pressure gauges thermowells sample connections, etc.\n\nPainting of entire system (including all pipes and accessories) as per specification, including supply of approved paints and primers, preparation of surface and application of primer and paint, identification lettering / numbering, color coding, etc. as specified including rub down & touch up of shop primer or scrapping of shop primer wherever required by OWNER and providing scaffolding for all heights etc. \n\nCleaning and flushing by water / compressed air, testing of the system including hydrostatic, pneumatic and any other type of testing as specified, draining, drying by compressed air/ other methods as approved by Owner.\n\nCompletion of all such work in all respect as per scope of work and as per drawings specifications and instructions of the OWNER and keeping in the system ready in all respects for further commissioning and start up.\nHooking up with other system piping at battery limit.\nPreparation of isometric, fabrication drawings. Bill of materials as per specifications, drawings and instruction of Owner / Owner’s Representative. | Item 0070 | ||
| 71 | 72 | 12" NB | Item 0071 | 49 | M |
| 72 | 73 | 10" NB | Item 0072 | 15 | M |
| 73 | 74 | 8" NB | Item 0073 | 28 | M |
| 74 | 75 | 4" NB | Item 0074 | 91 | M |
| 75 | 76 | 2" NB (Including supply of pipe, fittings, flanges, valves and other items required). | Item 0075 | 37 | M |
| 76 | 77 | 0.75" NB (Including supply of pipe, fittings, flanges, valves and other items required). | Item 0076 | 11 | M |
| 77 | 78 | Note:\n1. All materials of sizes below 4" shall be in contractor's scope. \n2. Welding Joints under above SOR item are for Above Ground Piping only (Except Flange).\n3. The above SOR item shall be carried out only when instructed by Engineer In charge.\n4. 4" and above (fittings & flanges etc. ), material supply are in the contractor scope. It shall be be paid separately under Supply item provided elsewhere in the SOR on actual quantity basis.\n5. Bolts, nuts, washer, U-clamps, gaskets etc. of all sizes required for piping facilities shall be procured and supplied by the contractor within the rate quoted. These items shall not be separately measured and paid. | Item 0077 | ||
| 78 | 79 | SUPPLY & INSTALLATION OF SS PRESSURE GAUGE | Item 0078 | ||
| 79 | 80 | Supply of SS pressure gauges as per data sheet and drawing enclosed in tender and Installation of pressure guages and their accessories inclusive of supply of necessary piping materials and tubings along with all necessary valves and fittings, fabrication and installation of impulse lines / mainfolds and hydrulic testing and calibration as per installation standard. | Item 0079 | ||
| 80 | 81 | Supply & installation of SS pressure gauge (Make - as per recommended vendor list) as per data sheet attached in the tender | Item 0080 | 16 | Nos. |
| 81 | 82 | PIPE SUPPORTS & STRUCTURES | Item 0081 | ||
| 82 | 83 | Steel Structure | Item 0082 | ||
| 83 | 84 | Supply, fabrication and erection of all types of pipe supports of MS material like clamps, saddle, guide stops, cradles, turn buckles, anchors, T-posts; stockade / trestle and pipe bridge for overhead piping; frames for canopy, approach ladders and platforms, crossover, cable tray supports etc. including painting suitable for highly corrosive area as per specification labor and supervision & complete work as per specifications and instruction of Engineer in charge (Bolts, nuts, washers, U - clamps etc. for supporting shall be supplied by the contractor within the rates quoted. These items will not be measured and paid separately) this work is to be complete in all respect as per scope of work. | Item 0083 | 5 | M. Ton |
| 84 | 85 | RCC | Item 0084 | ||
| 85 | 86 | Providing & laying reinforced cement of grade M-25 with 20mm and downgrade crushed stone aggregate in all types of structures like foundations, pedestals, pedestal bases, pipe supports, sleepers including construction joints, bitumen painting on surface in contact with soil, providing and fixing reinforcing steel, shuttering, inserts, finishes, etc. at all depths and heights complete as per drawings, specifications and directions of EIC. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement including sulphate resistant cement for sub-structures, R/F steel, inserts, bolts, conduits, bitumen, other minor construction materials, shuttering, stanging, earthwork in excavation and backfilling using serviceable earth in all conditions, shorting bailing & pumping out water, testing of concrete, curing, etc. with all bye-works & sundry works. | Item 0085 | 10 | M3 |
| 86 | 87 | PCC | Item 0086 | ||
| 87 | 88 | Supplying & laying plain cement concrete (1:4:8), including shuttering in all types of concrete works including levelling courses below foundation, at all levels as per drawings, specifications and directions of EIC. Rate to include cost of all labour , tools , tackles , equipments , hire charges , supply of all materials , shuttering , earthwork in excavation and backfilling using approved earth in all conditions etc. with all bye works and sundry works. | Item 0087 | 3 | M3 |
| 88 | 89 | STRUCTURAL WORKS (FENCING & GATE) | Item 0088 | ||
| 89 | 90 | Supply and erection of single leaf mild steel gate 2.5 M high with mesh up to 2.0 M height and barbed wire fencing of 0.5 M height and 2.0 M wide complete in all respect including painting as per specification on all MS items, all works as per specification and drawings including foundations and RCC. | Item 0089 | 2 | Nos. |
| 90 | 91 | Supply and erection of double leaf mild steel gate 2.5 M high with mesh up to 2.0 M height and barbed wire fencing 0.5 M height and 4.0 M wide complete in all respect including painting as per TS on all MS items, all works as per specification and drawings including foundations and RCC. | Item 0090 | 2 | Nos. |
| 91 | 92 | Supply of all materials, fabrication and erection of chain link fencing 2.5 M high with mesh up to 2.0 M height and barbed wire fencing complete in all respect including painting as per TS on all MS items, all works as per specification and drawings including foundations and RCC. | Item 0091 | 40 | RM |
| 92 | 93 | Note:\n1. Rate include cost of all labor, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement including sulphate resistant cement for sub structures, R/F steel, inserts, bolts, conduits, bitumen, other minor construction materials, shuttering, stinging, earthwork in excavation and backfilling using serviceable earth in all conditions, shorting bailing and pumping out water, testing of concrete, curing etc. with all bye works and sundry works. | Item 0092 | ||
| 93 | 94 | PIPELINE MARKER | Item 0093 | ||
| 94 | 95 | Supply of all materials necessary for fabrication and installation of kilometre posts, direction markers and warning signs at the locations as per specifications, excavating & grouting in cement concrete 1:3:6, and all other works necessary for fabrication & installation of the markers including cleaning, priming & applying two coats of coal tar based epoxy paint on underground portions, supply and application of one coat of primer and two coats of epoxy paint of approved colour and quality on overground portion, stencil letter cutting for number, direction, chainage etc. and restoration of site to original condition and all other acts, deeds, matters and things and work, labour, inputs and materials/ consumables necessary to perform and complete the work in all respects as per approved drawing & specifications and as per direction of Site Engineer / Engineer-in-Charge. | Item 0094 | ||
| 95 | 96 | KILOMETER POST | Item 0095 | 38 | Nos. |
| 96 | 97 | DIRECTION MARKER | Item 0096 | 19 | Nos. |
| 97 | 98 | WARNING SIGN | Item 0097 | 142 | Nos. |
| 98 | 99 | ELECTRONIC GEOMETRY PIGGING (EGP) / CALLIPER SURVEY (INCLUDING MAGNETIC PIGGING) | Item 0098 | ||
| 99 | 100 | Mobilisation/ demobilisation of pigging tools, tackles, consumables, accessories and personnel by contractor at work site including magnetic pig, electronic geometry pig, pig tracking device, preparation and cleaning of the complete mainline / Mainline sections including HDD sections under this tender by running series of pigs for cleaning the line from debris, water & making it dry for launching calliper pigs, running of magnetic pig for cleaning of ferrous residue, launching and receiving the electronic & standard calliper pigs, including pig tracking at 5 to 10 km interval, data retrieval, interpretation of data and submission of reports in the form acceptable to the Owner, including rectification of defects observed from calliper survey, including supply of all labour, materials, equipment & instruments, calliper pigs, fabrication of launching & receiving barrels, all complete for ascertaining the geometry of the pipeline. | Item 0099 | ||
| 100 | 101 | 12" NB | Item 0100 | 38.7 | KM |
| 101 | 102 | Leak / Burst (Attributable to Company) | Item 0101 | ||
| 102 | 103 | All works for locating major leak / burst (occurred during hydrostatic testing) including necessary repairing / replacing defective pipelength, including cutting and removing out defective pipes, pretesting of replacement pipe and welding into mainline, NDT of welds and re-bevelled area, repair and re-testing of defective welds, coating of welded joints, clean-up, retesting the pipeline including providing all necessary equipment's, labour, materials, consumables and inputs otherthan Owner supplied materials and performing all works as per drawings, specifications enclosed with the Contract and directions of Engineer-in-Charge.\n\nNote:\n1. This rate is applicable for manufacturing defects in Company supplied material only. | Item 0102 | ||
| 103 | 104 | 12" NB | Item 0103 | 1 | LS |
| 104 | 105 | CONTINUOUS CONCRETE COATING (FOR CS PIPES) | Item 0104 | ||
| 105 | 106 | Supply of all consumables and materials including wire mesh and application of 50 mm thk. continuous concrete weight coating of minimum density 2245 kg/m3 of minimum grade M-20 for below specified Line Pipe size and field joints thereof in all areas of work wherever required as per site condition and performing all works as per specification including megger test on the line pipe for following sizes. | Item 0105 | ||
| 106 | 107 | Specified NB 12" x 7.1 mm W.T. x 50 mm Concrete Coating | Item 0106 | 400 | M |
| 107 | 108 | CONSTRUCTION OF RCC / BRICK VALVE CHAMBER | Item 0107 | ||
| 108 | 109 | Construction and handing over of RCC Valve Pit of different size (internal dimension) as per technical specification and direction of engineer-in-charge, complete in all respect. Scope of work shall be as per approved drawing.\nAll civil works including supply of all material, excavation of pit, piping & valve supports including all PCC and RCC/ Brick works for valves pit, pedestals with insert plates as required sealing of pipe at valve pits, providing cover etc and finishing, clean up and restoration of site, filling and grading of area around the valve station to avoid any local flooding of area, as per specification enclosed and instruction of Engineer-in-Charge. | Item 0108 | ||
| 109 | 110 | RCC Chamber - (Size - 3 m x 2.5 m) | Item 0109 | 4 | Nos. |
| 110 | 111 | RESTORATION & NOCs- OPTIONAL | Item 0110 | ||
| 111 | 112 | Final clean-up and restoration of ROW/ construction corridor, field bunds etc. and obtaining NOC from statutory authorities / farmers/ land ownerers as required, disposal of debris and returning surplus material to designated disposal areas/ storage location, as directed by Engineer-in-Charge.\nRestoration of land, facilities and boundary wall etc. for facilities dismantled/ damaged by Contractor during construction, obtaining work permits/ NOC from various authorities having jurisdiction before execution of work and complying with all stipulations/ conditions/ recommendation of the said authorities, obtaining Final NOC from respective land owners/ farmers in respect of final restoration of their land etc., | Item 0111 | 40000 | M |
| 112 | 113 | TEMPORARY CATHODIC PROTECTION | Item 0112 | ||
| 113 | 114 | 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 entire steel grid network from, 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 and approved vendor list and provisions of GCC, SCC including Technical specifications,OWNER/ CONSULTANT approved survey report/design package, including all materials, equipments, consumables, start up/commissioning spares etc. complete in all respects including transportation, storage of materials at site, manpower, in line with direction of Engineer In-charge. | Item 0113 | ||
| 114 | 115 | Design & detail engineering of TCP system including design basis, data sheet, standards & specifications based on soil resistivity, Soil Ionic & Microbial Loading, Interfering elements surveys measured from pipeline ROW. | Item 0114 | 40 | Km |
| 115 | 116 | Soil Resistivity (At every 1000 meter), Soil Ionic & Microbial Loading (At every 5 Km and wherever Soil variation) and Interfering elements surveys from pipeline ROW. | Item 0115 | 40 | Km |
| 116 | 117 | Supply, installation, Testing & Commissioning of Test lead Points (TLP) including weather proof Test Lead Box as specified in specification with backlite strip, bolt terminals, 4” dia heavy duty pipe at top end to fit the test lead box and base plate welded at the bottom including MS bend for concrete Base, Bend, Cables, pipe to cable connection, Epoxy Encapsulation & Miscellaneous such as connectors, Excavation and backfilling trenches for cable laying & Pin Brazing etc. complete in all respects. The work shall include supply & fixing of a non corrosive name plate containing the details like KM location, identification, TLP No, Direction of flow, connection scheme, type etc., on the side of Top box including the cost of all labour, materials, tools & tackles etc. cables shall be annealed high conductivity, tinned, stranded copper conductor, XLPE insulated, 650/1100 V grade, PVC sheathed or as per specification. | Item 0116 | ||
| 117 | 118 | Type A for Potential Measurement with minimum two cables including 1Cx06 Sq.mm & 1Cx10 Sq.mm armoured Potential measurement cables, pin brazing connection encapsulation kit etc., | Item 0117 | 21 | Nos. |
| 118 | 119 | Type A1 for Current Measurement with minimum four cables including 1Cx06 Sq.mm & 1Cx10 Sq.mm armoured Potential measurement cables, pin brazing connection encapsulation kit etc. | Item 0118 | 5 | Nos. |
| 119 | 120 | Type B for Galvanic Anode to Pipe Connection with minimum two cables including 1Cx06 Sq.mm & 1Cx10 Sq.mm Potential measurement cable & 1Cx10 Sq.mm armoured galvanic anode connection, pin brazing connection encapsulation kit etc. | Item 0119 | 3 | Nos. |
| 120 | 121 | Type C for foreign Pipeline Crossing with minimum four cables including 1Cx06 Sq.mm & 1Cx10 Sq.mm armoured Potential measurement cables & 1Cx25 Sq.mm armoured Bonding Connection, pin brazing connection encapsulation kit etc. | Item 0120 | 3 | Nos. |
| 121 | 122 | Type D for Cased Crossing with minimum four cables including two cables of 1Cx06 Sq.mm Potential measurement cable & two cables of 1Cx10 Sq.mm armoured anode connection, pin brazing connection encapsulation kit etc. | Item 0121 | 4 | Nos. |
| 122 | 123 | Type E for Grounding Cell with minimum four cables including two cables of 1Cx06 Sq.mm armoured Potential measurement cables & two cables of 1Cx25 Sq.mm armoured galvanic anode connection, pin brazing connection encapsulation kit etc. | Item 0122 | 3 | Nos. |
| 123 | 124 | Type H for HT Line Crossing with minimum two cables including 1Cx06 Sq.mm armoured Potential measurement cables & 1Cx25 Sq.mm armoured galvanic anode connection, pin brazing connection encapsulation kit etc., | Item 0123 | 30 | Nos. |
| 124 | 125 | Supply & Installation of Test station HT Line Crossing with minimum two cables including 1Cx06 Sq.mm armoured Potential measurement cables & 1Cx25 Sq.mm armoured galvanic anode connection, pin brazing connection encapsulation kit etc.,to accomodate 5 KA polarization cell,including terminal plate,lock,connection diagram, plates, cable termination, lugs, etc complete in all respect including labour, tools, tackles, consumables like bolts,nut, washer etc. as per drawing, specification shall be mounted on existing foundation and direction of Owner . | Item 0124 | 30 | Nos. |
| 125 | 126 | Supply &Installation of 05 KA Polarization cell (Solid state type). It should be utilized in vandal proof areas for passage of induced voltage on the pipeline in the vicinity of AC transmission lines to earth during normal as well as fault conditions. It shall maintain the isolation between Zn anode and pipeline so that CP current shall not be consumed by Zn anode. Polarization cell shall be installed in vandal proof areas in a IP-55 enclosure. Contractor to supply polarization cell with enclosure and necessary material required for making connection arrangement between polarization cell and Zn anode inside enclosure as per requirements of polarization cell manufaturer. | Item 0125 | 25 | Nos. |
| 126 | 127 | Supply &Installation of 25 KA Polarization cell (Solid state type). It should be utilized in vandal proof areas for passage of induced voltage on the pipeline in the vicinity of AC transmission lines to earth during normal as well as fault conditions. It shall maintain the isolation between Zn anode and pipeline so that CP current shall not be consumed by Zn anode. Polarization cell shall be installed in vandal proof areas in a IP-55 enclosure. Contractor to supply polarization cell with enclosure and necessary material required for making connection arrangement between polarization cell and Zn anode inside enclosure as per requirements of polarization cell manufaturer. | Item 0126 | 6 | Nos. |
| 127 | 128 | Supply & Installation of pre-packed Mg Anode (7.6 Kg) with one cable including 1Cx10 Sq.mm Unarmoured cable (with sufficent length) & encapsulation kit for cable connection termination of Anode tail cable in the TLP etc. complete in all respects as per direction of Engineer-In-Charge. | Item 0127 | 30 | Nos. |
| 128 | 129 | Supply & Installation of Surge Diverter for HT line Crossing as per tender specs/drawings complete in all respects as per direction of Engineer-In-Charge including the cost of all labour, materials, tools and tackles etc. | Item 0128 | 8 | Nos. |
| 129 | 130 | Supply & Installation of pre-packed Zinc Anode (40 years design life / Min. 22 Kg) for HT Line crossing with one cable including 1Cx25 Sq.mm armoured cable (with sufficent length), encapsulation kit termination of Anode tail cable in the TLP etc. | Item 0129 | 13 | Nos. |
| 130 | 131 | Supply & Installation of Spark Gap Arrester for Insulating Joint complete in all respects as per direction of Engineer-In-Charge including the cost of all labour, materials, tools and tackles etc. | Item 0130 | 8 | Nos. |
| 131 | 132 | Supply & Installation of Zinc Grounding Cell of 20 Kg each for IJ with two cables including 1Cx25 Sq.mm armoured cable (with sufficent length), encapsulation kit termination of Anode tail cable in the TLP etc. | Item 0131 | 8 | Nos. |
| 132 | 133 | Supply & Installation of cables – Annealed high conductivity, tinned, stranded copper conductor, XLPE insulated, 650/1100 V grade, PVC sheathed or as per specification and Miscellaneous such as termination, tagging, excavating the trench for cable laying, backfilling, etc., including the cost of all labour, materials, tools and tackles etc.. (This unit rates shall be applicable only for any additional work on existing /for the same system) | Item 0132 | ||
| 133 | 134 | 1C x 6 Sq.mm armoured - Potential Measurement & reference cell cable. | Item 0133 | 530 | M |
| 134 | 135 | 1C x 10 Sq.mm unarmoured – Anode Tail Cable. | Item 0134 | 80 | M |
| 135 | 136 | 1C x 10 Sq.mm armoured – Current Measurement | Item 0135 | 80 | M |
| 136 | 137 | 1C x 25 Sq.mm armoured – Bonding / Grounding Cell | Item 0136 | 755 | M |
| 137 | 138 | MONITORING TEST STATION FOR PSP | Item 0137 | ||
| 138 | 139 | Monitoring of health of installed TCP including measurement of pipe to soil potential (PSP) reading on monthly basis. The scope of work include collection / measurement of parameters of test stations of PCP and TCP sections and IJ, submission of reports to Owner & PMC as detailed in technical specifications and rectification/repair of defects/abnormalties to keep the system in healthy position complete in all respects as per direction of Engineer-In-Charge. | Item 0138 | 1 | per month |
| 139 | 140 | Notes for TCP items:\n1. Any other material & activities not mentioned/covered above, but otherwise required for satisfactory completion/safety of work as defined in tender has to be supplied / done by contractor within quoted price. No extra payment shall be made.\n2. The above quantities are tentative and may vary during detailed engineering considerably depending upon site condition, methodology adopted as per site requirement with due approval of Owner / Consultant.\n3. The quantity may vary during execution stage and payment shall be made based on the work for the actual quantity executed. | Item 0139 | ||
| 140 | 141 | TELECOMMUNICATION SITE WORK \n(As per scope of work and Standard Specification of Bid documents) | Item 0140 | ||
| 141 | 142 | Supply and Laying of HDPE Telecom Duct as per specification :-Supply & Laying of single 40mm OD, 6kg/cm2 permanently lubricated HDPE ducts. Factory Acceptance Testing as per specification. (Qty with spares) Supply of spare HDPE accessories Plastic Couplers (PC), End Plugs (EP), Cable Sealing Plugs (CSP), End Caps (EC) etc suitable for supplied Duct , Laying in same pipeline trench direct buried or tied along with steel at all crossings (cased or uncased), in all type of soil & terrain, excavation as required, including cleaning and sealing of ducts at the end of laid drum lengths, preparation & Supply of Cable Blowing Pit including sand, jointing of HDPE conduit, supply of all type of fitting for HDPE telecom duct laying, Testing of HDPE Duct and accessories after laying, preparation of report and final drawing & documents as per specification, joint location marking, erection accessories (suitable for min 8 kg/cm2 pressure rating),all complete as per specifications provided in the bid document & as per direction of consultant. (This duct is for future requirement for total length of pipeline as per spec. and drawing ). HDPE duct is to be tied at 2 o-clock position to carrier pipe with string at regular intervals and held with Galvanized clamps or suitable material as decided by client / consultant. | Item 0141 | 40000 | M |
| 142 | 143 | Blowing of Optical Fiber Cable : - All activities pertaining to blowing of owner's supplied optical fiber cable in self lubricated HDPE Telecom duct (after testing of drum at site),through CS/ HDPE conduits at crossing, cable sealing, padding, backfilling etc. using all materials required, etc. all complete as per specifications and drawing provided in the bid document & as per direction of consultant. | Item 0142 | 40000 | M |
| 143 | 144 | Supply and installation of jointing pits, including sand, etc. all complete as per spec., drawing provided in the bid document and the direction of client / consultant. | Item 0143 | 9 | Nos. |
| 144 | 145 | Jointing / splicing of optical fiber cable ( 24 Fibers ) including supply and installation of joint markers (RF id Disk type), etc., testing all completed as per specifications & drawing provided in the bid document and direction of consultant. | Item 0144 | 9 | Nos. |
| 145 | 146 | Supply & installation of optical splice closer as per specifications & drawing provided in the bid document and direction of client / consultant | Item 0145 | 9 | Nos. |
| 146 | 147 | Supply & installation of Fiber termination cabinet as per specifications & drawing provided in the bid document and direction of client / consultant | Item 0146 | 18 | Nos. |
| 147 | 148 | Supply of Electronic marker locator cum cable/ pipe locator, fault locator as per tender specifications. | Item 0147 | 9 | Nos. |
| 148 | 149 | Supply & Installation of Transition pit as per tender specifications. | Item 0148 | 1 | Nos. |
| 149 | 150 | BORE LOG | Item 0149 | ||
| 150 | 151 | The soil investigation includes boring, collection of disturbed samples from bore holes and visual engineering classification of soil along the pipeline route and submission of detailed report to Company. Visual classification of soil shall be in accordance with IS-1498; IS Classification and Identification of Soils for General Engineering Purposes” Geotechnical investigation of soil shall be carried out as per relevant clauses of IS 1892 and other applicable IS standards, Except for crossing location as defined below, the boring shall be carried out upto 10.0 M depth below NGL or 1.0 M. below the rock bed, if rock is encountered at a depth of less than 10.0 M.\nIn case of boring at Highways (National / State), River and Railways crossings, the boring shall either terminated at a depth of 15.0 M below NGL or 1.0 M. below the rock bed on top of bed rock, if rock is encountered at a depth less than 15.0 M.\nResults of soil investigation survey shall be submitted in the form of report covering minimum the followings:\nVisual engineering classification of soils encountered along the pipeline route in bore log form. Depth of Ground Water Table (GWT) below NGL shall also be mentioned if encountered. Soil profiles along the pipeline route shall also be prepared and attached with the report.\nRegions along the pipeline route where hard rock is present and special excavation techniques like blasting, etc. needs to be adopted for excavation of pipeline trench shall be clearly indicated in the report.\nTest shall be carried out at approved laboratory.\nSummary of results obtained from tests and their interpretation to evaluate soil parameters.\nVisual engineering classification of soils obtained from bore holes shall be shown in Alignment sheets also whenever preparation of Alignment sheets are in SURVEYOR’S scope of work.” | Item 0150 | 6 | Nos. |
| 151 | 152 | SUPPLY OF MAJOR ITEMS AS PER SPECIFICATION ENCLOSED IN TENDER | Item 0151 | ||
| 152 | 153 | SUPPLY OF LONG RADIUS BENDS (R = 6D), RATING 300# | Item 0152 | ||
| 153 | 154 | Taking delivery and transportation of bare pipes from owner's stockpile, transportation, unloading the pipes at manufacturer's works and fabrication of Long Radius (R=6D) Hot pulled induction bends having tangent length of approximately 1000m at both ends as per specification and delivery of hot pulled bends to site including visual examination, manual U.T. on the entire weld seam, bevelling of ends as per API 5L, supply of all materials, consumables, labour etc. as per specifications and direction of Site Engineer / Engineer-in-Charge. | Item 0153 | ||
| 154 | 155 | 12" NB, Material : API 5L X 52 / ASTM A 860 WPHY 52, min. thk. 7.1 mm | Item 0154 | 19 | Nos. |
| 155 | 156 | Supply of Assorted pipes for SV and station works | Item 0155 | ||
| 156 | 157 | 12" NB API 5L Gr X52, 7.1 mm WT PSL2 | Item 0156 | 149 | M |
| 157 | 158 | 10" NB API 5L Gr X52, 6.4 mm WT PSL2 | Item 0157 | 15 | M |
| 158 | 159 | 8" NB API 5L Gr X52, 6.4 mm WT PSL2 | Item 0158 | 28 | M |
| 159 | 160 | 4" NB API 5L Gr X52, 6.4 mm WT PSL2 | Item 0159 | 91 | M |
| 160 | 161 | 4" NB API 5L Gr X52, WT A333 GR6 SCH/STD | Item 0160 | 91 | M |
| 161 | 162 | 4" NB API 5L Gr X52, WT A333 GR6 SCH/XS | Item 0161 | 91 | M |
| 162 | 163 | Supply of Equal Barred Tee, Rating 300 # | Item 0162 | ||
| 163 | 164 | 12" x 12", Material : ASTM A 860 WPHY 52, min. thk. 7.1 mm x 7.1 mm | Item 0163 | 4 | Nos. |
| 164 | 165 | 10" x 10", Material : ASTM A 860 WPHY 52, min. thk. 6.4 mm x 6.4 mm | Item 0164 | 2 | Nos. |
| 165 | 166 | 8" x 8", Material : ASTM A 860 WPHY 52, min. thk. 6.4 mm x 6.4 mm | Item 0165 | 4 | Nos. |
| 166 | 167 | Supply of Equal Tee, Rating 300# | Item 0166 | ||
| 167 | 168 | 12" x 12" , Material ASTM A 860 WPHY52, Min Thk, 6.4 mm x 6.4 mm | Item 0167 | 2 | Nos. |
| 168 | 169 | 4" x 4" , Material ASTM A 860 WPHY52, Min Thk, 6.4 mm x 6.4 mm | Item 0168 | 6 | Nos. |
| 169 | 170 | Supply of Reducing Tee, Rating 300 # | Item 0169 | ||
| 170 | 171 | 12" x 8", Material : ASTM A 860 WPHY 52, min. thk. 7.1 mm x 7.1 mm | Item 0170 | 1 | Nos. |
| 171 | 172 | 10" x 4", Material : ASTM A 860 WPHY 52, min. thk. 6.4 mm x 6.4 mm | Item 0171 | 2 | Nos. |
| 172 | 173 | 8" x 4", Material : ASTM A 860 WPHY 52, min. thk. 6.4 mm x 6.4 mm | Item 0172 | 4 | Nos. |
| 173 | 174 | 4" x 2", Material : ASTM A 860 WPHY 52, min. thk. 6.4 mm x 6.4 mm | Item 0173 | 2 | Nos. |
| 174 | 175 | Supply of Elbows (R=1.5 D), Rating 300# | Item 0174 | ||
| 175 | 176 | 12", 90 degree elbow , Radius=1.5 D, Material ASTM A 234 WPB, Thick. 6.4 mm. | Item 0175 | 8 | Nos. |
| 176 | 177 | 10", 90 degree elbow , Radius=1.5 D, Material ASTM A 234 WPB, Thick. 6.4 mm. | Item 0176 | 5 | Nos. |
| 177 | 178 | 8", 90 degree elbow , Radius=1.5 D, Material ASTM A 234 WPB, Thick. 6.4 mm. | Item 0177 | 7 | Nos. |
| 178 | 179 | 4", 90 degree elbow , Radius=1.5 D, Material ASTM A 234 WPB, Thick. 6.4 mm. | Item 0178 | 22 | Nos. |
| 179 | 180 | 12", 45 degree elbow , Radius=1.5 D, Material ASTM A 234 WPB, Thick. 6.4 mm. | Item 0179 | 4 | Nos. |
| 180 | 181 | 10", 45 degree elbow , Radius=1.5 D, Material ASTM A 234 WPB, Thick. 6.4 mm. | Item 0180 | 4 | Nos. |
| 181 | 182 | 8", 45 degree elbow , Radius=1.5 D, Material ASTM A 234 WPB, Thick. 6.4 mm. | Item 0181 | 4 | Nos. |
| 182 | 183 | 4", 45 degree elbow , Radius=1.5 D, Material ASTM A 234 WPB, Thick. 6.4 mm. | Item 0182 | 4 | Nos. |
| 183 | 184 | Flanges (WNRF), Rating 300 # | Item 0183 | ||
| 184 | 185 | 12" (Material : ASTM A 694 F 52) | Item 0184 | 4 | Nos. |
| 185 | 186 | 10" (Material : ASTM A 694 F 52) | Item 0185 | 2 | Nos. |
| 186 | 187 | 8" (Material : ASTM A 694 F 52) | Item 0186 | 4 | Nos. |
| 187 | 188 | 4" (Material : ASTM A 694 F 52) | Item 0187 | 16 | Nos. |
| 188 | 189 | Flanges (WNRF), Rating 150 # | Item 0188 | ||
| 189 | 190 | 4" (Material : ASTM A 694 F 52) | Item 0189 | 8 | Nos. |
| 190 | 191 | Blind Flanges (RF), Rating 300 # | Item 0190 | ||
| 191 | 192 | 12" (Material : ASTM A 694 F 52) | Item 0191 | 4 | Nos. |
| 192 | 193 | 10" (Material : ASTM A 694 F 52) | Item 0192 | 2 | Nos. |
| 193 | 194 | 8" (Material : ASTM A 694 F 52) | Item 0193 | 4 | Nos. |
| 194 | 195 | 4" (Material : ASTM A 694 F 52) | Item 0194 | 14 | Nos. |
| 195 | 196 | Supply of Spectacle Blind (Figure 8), Rating 300#) | Item 0195 | ||
| 196 | 197 | 12", ASTM A 694 F 52 | Item 0196 | 4 | Nos. |
| 197 | 198 | 10", ASTM A 694 F 52 | Item 0197 | 2 | Nos. |
| 198 | 199 | 8", ASTM A 694 F 52 | Item 0198 | 4 | Nos. |
| 199 | 200 | 4", ASTM A 694 F 52 | Item 0199 | 11 | Nos. |
| 200 | 201 | Supply of Concentric Reducer, Rating 300# | Item 0200 | ||
| 201 | 202 | 12" x 10", Concentric reducer, Material : ASTM A 234 WPB, Minimum Thick= 7.1 x 6.4 mm | Item 0201 | 1 | Nos. |
| 202 | 203 | 12" x 8", Concentric reducer, Material : ASTM A 234 WPB, Minimum Thick= 7.1 x 6.4 mm | Item 0202 | 2 | Nos. |
| 203 | 204 | 10" x 8", Concentric reducer, Material : ASTM A 234 WPB, Minimum Thick= 6.4 x 6.4 mm | Item 0203 | 1 | Nos. |
| 204 | 205 | Supply of weldolet, Rating 300# | Item 0204 | ||
| 205 | 206 | 12" x 4", Weldolet, Material ASTM A 234 | Item 0205 | 18 | Nos. |
| 206 | 207 | Insulating Joints as per tender specs, Rating 300 # | Item 0206 | ||
| 207 | 208 | 12", Insulating Joint | Item 0207 | 2 | Nos. |
| 208 | 209 | 10", Insulating Joint | Item 0208 | 2 | Nos. |
| 209 | 210 | 8", Insulating Joint | Item 0209 | 2 | Nos. |
| 210 | 211 | CS Casing pipe as per tender specs,Material IS3589 FE 410/API 5L Gr.B | Item 0210 | ||
| 211 | 212 | 4" NB Carbon steel casing pipe | Item 0211 | 1050 | M |
| 212 | 213 | Notes:\n1) The SOR items would be operable as per job requirement, and quantities may vary on +/- sides.\n2) The general activities related to laying of Coated CS Pipelines Laying shall be as defined in tender document.\n3) The scope as mentioned in the above SOR is of indicative nature only and shall include all activities as detailed in the relevant clauses of the specifications.\n4) Any other material & activities not mentioned / covered above but otherwise required for satisfactory completion / safety of work as defined in tender has to be supplied / done by contractor within specified schedule at no extra cost to Owner.\n5) Prices quoted in column shall be all inclusive of all taxes / duties (excluding GST) and nothing extra shall be payable by the Owner except for statutory variation in GST.\n6) The above quantities are tentative and may vary considerably depending upon site condition, methodology adopted as per site requirement with due approval of Owner / Consultant.\n7) The SOR shall be read along with the relevant clauses of Laying of CS Pipelines provided in the tender document. | Item 0212 |
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