Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | GST % for the tender Please select the rate of GST in cell AY13. Rate selected shall be applicable for the entire BoQ. |
| 2 | GAIL GCS - IOCL CS Mainline|Chennai bas |
| 3 | \"Laying of Owner-supplied pre-coated mild steel line pipes, including arranging all additional land/construction corridor, beyond Ow ner\"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 neces sary to perform and complete the work in all respects in accordance with the contract including, but not limited to, the following w orks:- - Taking delivery of pre-coated/ bare pipes from the designated stockpile location (loading of pipes onto pipe trailors placed insid e stockpile by mainline contractor shall be done by Owner\"s authorized agency), including placing of pipe trailors for taking delive ry of pipes from designated stockpile, carrying out holiday detection and verification of pipes at the time of taking delivery), tra nsportation of pipes to ROW/ work site/ Contractor\"s storage location etc., - Clearing and grading of ROW/ pipeline corridor, cutting of trees, vegetation etc. including keeping record of trees cut, including de-watering etc., - Stringing of pipes along ROW including providing straw bags/ soft padding below pipe (in Rocky areas requiring blasting for prepar ation of trench, pipes shall be strung after the blasting operation and clearing of trench as per instructions of Site Engineer/ Eng ineer-in-Charge), - Trenching to all depths to maintain clear earth cover as per specification and to fit minimum bend radius, by excavation in all ki nds of terrain & soil, including stripping top soil to a depth of 30cm to the full anticipated width of the ditch and storing this m aterial separately along the ROW to allow re-depositing of the same on top of the backfilled ditch (in cultivable and other areas sp ecially designated by Owner), - Carrying out repair of pipe & coating defects for defects occurring after \"\"taking over\"\" of pipes from Owner, replacement in the case of non-repairable defects and repairing damages to pipe coating including defects/ damages occurring during transportation & ha ndling, - Aligning, bending, lining up, cutting and beveling (as required) of pipes for field adjustments, welding (manual / semi-automatic / automatic), physical inspection of all weld joints by qualified welding engineer/ inspector & carrying out repair of weld-joints f ound defective, -Carrying out 100% radiographic inspection (by X-Ray) of all field weld joints, destructive testing of one weld joint in each Spread as per specification and direction of Site Engineer, including providing Crawler type Automatic X-Ray machine and external X-Ray ma chine and all other requisite equipment, labour, supervision, materials, approved films, approved consumables, all facilities and pe rsonnel to process, develop, examine and interpret radiographs (by qualified and experienced Radiography Inspector), providing all f acilities to Owner\"s representative(s) for examining radiographs and other tests as required, carrying out repair of weld-joints fou nd defective, carrying out re-radiography and other tests as required on repaired joints, etc., ..... Continuation in next line\" |
| 4 | \".... in continuation to the previous line -Carrying out coating of all field weld joints, by qualified coating insulators, including supply of approved joint coating material s, providing all equipment, materials and consumables necessary to carry out the job as per manufacturer\"s recommendation, -Installation of hot-pulled bends at required locations in mainline (bends to be fabricated from Owner-supplied bare pipes) includin g cutting, beveling, fitment, coating the bare bend pipe with approved heat shrink sleeve coating, -Carrying out holiday detection, at specified voltage level corresponding to coating type and as per specifications, and repair of c oating, if any, -Laying pipeline by open-cut method at crossings viz., cart-track, metalled/ un-metalled roads, minor water courses (MWC) etc.,(exce pt crossings identified as \"\"Cased\"\", \"\"Submerged\"\", \"\"Shallow HDD\"\" & \"\"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., -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 Site-Engineer, -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 En gineer-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 attri butable to Contractor, re-testing after rectification etc. and cleaning the pipeline section after successful hydrotesting, -All tie-ins, including tieing-in with HDD sections under this tender and also with HDD sections not covered under this tender (tie- ins with HDD sections not under this tender shall be paid separately as per relevant item of SOR), -Obtaining work permits/ NOC from various authorities having jurisdiction before execution of work and complying with all stipulatio ns/ conditions/ recommendation of the said authorities -Supply and installation of 1.0 mm thickness & width (D+300) warning mat over entire pipeline as per relevant specification -Final clean-up and restoration of ROW/ construction corridor, field bunds etc., obtaining NOC from statutory authorities (as requir ed) and obtaining NOC from respective land owners in respect of final restoration of their land etc, disposal of debris and returnin g surplus material to designated disposal areas/ storage location, as directed by Engineer-in-Charge, restoration of land, facilitie s and boundary wall etc. for facilities dismantled/ damaged by Contractor during construction, .... Continuation in next line\" |
| 5 | \"....in continuation to the previous line \"- Preparation of as-built drawings, pipe book and other records as per specifications etc., - Supply of all materials (other than those specifically undertaken to be supplied by the Owner under the contract) necessary for pe rformance 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 r espects as per drawings, specifications and instructions of Site Engineer/ Engineer-in-Charge. NOTE: I) The rate quoted against this item shall include cost of excavation and backfilling of trench of standard width (as per approved d rawings) in all kinds of soil for laying Mainline pipe. II)The Mainline work includes and covers the work in all types of crossings viz., roads, drains, minor water courses (MWC), low lyin g areas, ponds, plant area, underground utilities, pedestrian crossings, etc. except those crossings identified as \"\"Cased\"\", \"\"Subm erged\"\" & \"\"HDD\"\" crossings for which relevant item of SOR shall be applicable. III) Concrete coating, if necessary, for laying pipelines across ponds, low lying areas etc. shall be paid separately as per relevan t item of SOR. IV) Cost of all materials required in repair and/ or rectification of defective work caused due to reasons not attributable to any a ct or omission of the Owner shall be chargeable to Contractor account. The Owner will supply the additional materials from its desig nated store/ godown (insofar as constitutes Owner-supplied materials) required for the repair/ rectification work on chargeable basi s. The cost of such material shall be as determined by the Engineer-in-Charge plus an additional charge of 15% of the cost of materi al shall also be levied. The decision of the Engineer-in-Charge, as to the cost of the material, shall be final and binding on the C ontractor. V) In the course of hydrostatic testing of the mainline section, if any defective portion/ pipe/ work is found to be due to a defect in the pipe attributable to the Owner, the Owner shall supply the additional necessary pipes at Owner issue point required for the work free of cost to the Contractor, but the Contractor shall supply all other materials and inputs at his own cost for replacement of pipe section. The Contractor shall be paid a lump sum amount for each such failure (refer relevant clause of Special Conditions o f Contract of the tender documents) for the work involved in locating & identifying the defects in the mainline and in their repair/ rectification as per the specification. Failure in one or more pipes in a section during a single pressurization cycle shall be cons idered as a single failure for the purpose of compensation for hydrostatic test failure on account of manufacturing defect. VI) Installation of the hot-pulled bends in Mainline, including cutting beveling of pipes, fitment etc., shall be inclusive in the M ainline rate. Payment for fabrication of hot-pulled induction bends, as per specifications, shall be done separately as per relevant item of SOR. The hot-pulled bends shall be coated at site with heat shrink sleeve coating. The cost of the same shall be deemed to be included in this item for Mainline laying.\" |
| 6 | 16\" OD |
| 7 | \"Laying submerged crossings using pipes with or without concrete sheathing across major water course crossings and providing all wor ks,labour, inputs and materials/consumable necessary to perform and complete the work in all respects in accordance with the contrac t, including taking delivery and transportation of Owner-supplied coated pipes to the work site from designated stockpile location, inspection of the coated pipes visually and with holiday detector for defects, arranging all necessary intermediate storage area req uired thereof till the pipes are installed in permanent position, arranging the required additional land for construction purpose, p reparation of site, aligning, bending, lining up and welding the pipe, 100% radiographic inspection of weld joints, coating of field weld joints, holiday detection and repair of coating, hydrotesting (both pre- & post-installation) and replacement of pipes/ defect s, excavation of the trench to required depth, as per specifications, in all kinds of soil and conditions including rock trenching a nd maintenance of trench in all kinds of soil including rocky strata, if any, making bunds for stoppage of water flow, de-watering i ncluding installation of well-point system, and laying of the pipeline in approved trench, including de-watering, providing in-situ concreting at coated weld joints to effectively secure the HDPE conduit with mainline pipe, providing \"\"Band IT\"\" make stainless ste el (SS) strips / clamps of 3/4\"\" width for tying HDPE conduit with mainline pipe (two strips per pipe length), backfilling and final clean-up, stabilisation of the excavated banks by additional means, disposal of waste and surplus in accordance with the contract, and supply of materials (other than those specifically undertaken to be supplied by the Owner under the contract) necessary for or i n the performance of the work or for temporary or permanent incorporation in the works and all other acts, matters and things nec essary to complete the pipeline/ crossings in all respects according to the contract and as per directions of Site Engineer/ Enginee r-in-Charge. NOTE : I)Depending upon the site condition & location of each submerged crossing, the Engineer-in-Charge, in consultation with the Contract or, shall decide upon the precise operations necessary for the performance of the work to lay the pipeline across the canal/ drain/ rivers and the cost of all such operations necessary shall be deemed to have been included in the rate for this item. II)Profile of drain / canal bed, ground & top of laid pipe shall be established jointly in presence of Owner both before and after l aying the crossing, by taking levels with reference to nearby permanent structure. III)The banks of the crossing shall be stabilised and suitable brick/ stone masonry bank protection works shall be carried out for t he entire ROW width to prevent bank erosion leading to exposure of the pipeline. The procedure for such measures shall be submitted for Owner\"s approval prior to execution. IV)Concrete sheathing work for submerged crossings shall be paid for separately under relevant item of Schedule of Rates.\" |
| 8 | 16\" OD |
| 9 | \"Laying pre-coated pipes in Marshy areas with concrete sheathing including providing all equipment, works,labour, inputs and materia ls/consumable necessary to perform and complete the work in all respects, submission of construction procedure for Owner\"s approval, arranging the required additional land for construction purpose, preparation of site including dewatering, aligning, bending, linin g up and welding the pipe, 100% radiographic inspection of weld joints, coating of field weld joints, holiday detection and repair o f coating, hydrotesting testing and replacement of pipes/ defects, excavation of the trench to required depth in all kinds of soil a nd conditions including rock trenching and maintenance of trench in all kinds of soil including rocky strata, if any, and laying of the pipeline in approved trench, backfilling and final clean-up, stabilisation of the excavated banks, disposal of waste and surplus in accordance with the contract, and supply of materials (other than those specifically undertaken to be supplied by the Owner unde r the contract) necessary for or in the performance of the work or for temporary or permanent incorporation in the works and all o ther acts, matters and things necessary to complete the work in all respects according to the contract. NOTE: 1. Depending upon the site condition, the Engineer-in-Charge, in consultation with the Contractor, shall decide upon the precise op erations necessary for the performance of the work to lay the pipeline across the canal/drain/rivers and the cost of all such operat ions necessary shall be deemed to have been included in the rate for this item. 2. Concrete sheathing work for marshy area laying shall be paid for separately under relevant item of Schedule of Rates. 3. Measurement for this item shall be as per pipe book covering laying in Marshy portion covering laying in Marshy portion covering entire concrete sheathing work only.\" |
| 10 | 16\" OD |
| 11 | \"Laying pre-coated pipes in Water Logged/High Water Table Areaincluding providing all equipment, works,labour, inputs and materials/ consumable necessary to perform and complete the work in allrespects, submission of construction procedure for Owner\"s approval,arra nging the required additional land for construction purpose,preparation of site including dewatering, aligning, bending, lining upan d welding the pipe, 100% radiographic inspection of weld joints,coating of field weld joints, holiday detection and repair of coatin g,hydrotesting testing and replacement of pipes/ defects, excavation ofthe trench to required depth in all kinds of soil and conditi onsincluding rock trenching and maintenance of trench in all kinds of soilincluding rocky strata, if any, and laying of the pipeline in approvedtrench, backfilling and final clean-up, stabilisation of the excavatedbanks, disposal of waste and surplus in accordance with the contract,and supply of materials (other than those specifically undertaken to besupplied by the Owner under the contract) necessary for or in theperformance of the work or for temporary or permanent incorporation inthe works and all other acts, matters a nd things necessary to completethe work in all respects according to the contract. NOTE:1. Depending upon the site condition, the Engineer-in-Charge, inconsultation with the Contractor, shall decide upon the precise operations necessary for the performance of the work to lay the pipeline across the canal/drain/rivers and the cost of all such oper ationsnecessary shall be deemed to have been included in the rate for this item.\" |
| 12 | \"Execution of road/other crossing by Shallow Horizontal Directional Drilling (HDD) technique including mobilization & de-mobilizatio n at site(s), supply of all materials as per the `Scope of Supply\" and all consumables, equipment, manpower & other resources and ar ranging the required land for site preparations and execution of, but not limited to, the following works in accordance with the spe cifications, drawings and as per all provisions of the contract document complete in all respect as per the instructions of the Engi neer – in – charge /Site engineer. Taking delivery and transportation of Owner-supplied 3LPE coated pipes to the work site from designated stockpile location, inspecti on of the coated pipes visually and/or with holiday detector for defects, including arranging all necessary intermediate storage are a required thereof till the pipes are installed in permanent position. Complete site preparation including arranging of required land, setting up of fabrication yard, preparation of temporary arrangement for pipeline stringing, launching etc Carrying out repair of pipe defects, replacement in the case of non-repairable defects and repairing damages to pipe coating includi ng defects/ damages occurring during transportation and handling. String preparation including repair of pipe and pipe coating defects, welding, non-destructive testing of welds including 100% radio graphy (by X-ray), supply of films & all equipment and providing all facilities to Owner\"s representative(s) for examining radiograp hs, repair of defects in the welds and re-testing etc. Carrying out pre-installation hydrostatic testing of the complete pipeline string, as per the specifications, including repair of de fects and retesting etc. Coating of the field joints of the pipe string to be installed by shallow HDD method with DIRAX heat shrink sleeves of M/s Raychem\"s make, DDXTM Directional Drilling Kit of M/s Canusa or of any other approved make used for HDD crossings. Repair of all coating damages in the pipe section to be laid by shallow HDD method by full encirclement sleeves using suitable cut s ections of approved quality of heat shrink sleeves of M/s Raychem make, DDXTM Directional Drilling Kit of M/s Canusa or of any other approved make. Repair of all coating damages in the pipe section to be laid by shallow HDD method by full encirclement sleeves using suitable cut s ections of approved quality of heat shrink sleeves of M/s Raychem make, DDXTM Directional Drilling Kit of M/s Canusa or of any other approved make. Fabrication of 89mm OD steel conduit with an inner duct of 40mm OD HDPE pipe for OFC (wherever OFC has to be laid along with the car rier pipeline). Supply & fixing of easy to install heat shrinkable duct end caps for HDPE conduit for OFC (wherever OFC has to be laid along with th e carrier pipeline). ... continuation in next line\" |
| 13 | \"... in continuation to the previous line Installation of the pipeline and OFC conduit as a bundle crossing below the Road/ other utility horizontally by shallow HDD operatio n to the correct profile as per the approved drawings in a pre-reamed hole of appropriate. Carrying out post-installation coating survey as per approved procedure. Restoration, clean-up and disposal of drilling fluid, waste and all other surplus materials etc. All other works not specifically listed herein, but required as per specifications, drawings, provisions of the contract document, c alculations and construction method statement, leading to successful completion of the works. Note :- The item to be operated under the specific instruction of Engineer in Charge\" |
| 14 | \"Providing & Laying Concrete sheathing on the carrier pipe 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, aggrega te, sand, shuttering and all other materials, consumables, inputs, equipment for concrete sheathing required to complete the job, te sting of concrete coated pipes etc. and as per direction of Engineer-in-Charge. NOTE: I) 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 II) The rates shall include compensation for additional hardship caused in handling and/ or lowering the pipe with concrete coating. The above item shall be executed at the discretion and directions of Engineer-in-Charge. III) The rates shall include the concrete sheathing / coating over weld joints in order to arrive at continuously concrete coated pi peline. This weld joint concrete sheathing / coating shall be applied after the hydrostatic pre-test.\" |
| 15 | \"Extra for rock trenching for Mainline laying (covered under relevant item of this SOR) as classified by the Engineer-in-Charge and performed by pneumatic tools or by drilling and blasting or by chiselling out including cost of all equipment, materials, labour, co nsumables & inputs to complete the work (excluding sand padding around mainline pipe which shall be paid separately) as per specific ations, approved procedure and instructions of Engineer-in-Charge. Note: 1.Payment shall be made for rock actually excavated at site or calculated based on the trench dimensions stipulated in the specifica tions / drawings, whichever is less. 2.Item shall be operated under specific instructions from Engineer-in-Charge. 3.Controlled Blasting operation shall be carried out only by authorized and trained / skilled manpower, as per approved procedure, a nd taking due care & precaution to adjoining property, people, livestock etc., with due approval from Engineer-in-Charge 4.Sand padding around mainline pipe shall be paid separately as per relevant item in SOR 5. Additional 150 mm depth of excavation to be carried out in rocky area (for pipe trench) to accommodate sand padding\" |
| 16 | \"Supplying, providing and filling fine sand in trenches in hard rocky stretches (Excluding additional 150mm deep trenching for rock trenching) around mainline pipe for providing a minimum padding thickness of 150 mm on top as well as at bottom of the mainline pip e. NOTE: (i) Item to be operated under specific instructions from Engineer-in-Charge (ii) Cost of additional depth of 150mm trenching for this item shall be paid separetly under item for \"\"Extra for Rock trenching\"\"\" |
| 17 | \"Supplying, providing and filling Soft Soil in trenches in hard rocky stretches (excluding additional 150mm deep rock trenching) aro und mainline pipe for providing a minimum padding thickness of 150mm on top as well as at bottom of the mainline pipe. In all cases where rock or gravel or moorum or hard soil is encountered in the bottom of the trench, trench padding, Rock Shield Mat erials and sand/soft soil bags as approved by OWNER/Engineer-in-Charge, shall be provided to safeguard the pipe coating. Padding mat erials shall be graded soil/other suitable material containing no gravel, rock, or lumps of hard soil. The graded soil for padding s hall pass through sieve size ASTM-10 or ISO-2.00. Acceptable padding shall be placed under the pipeline before its installation and around it after installation, to establish at both sides and on top of the pipe a permanent layer of padding. The thickness of compa cted padding shall be at least 150mm. The trench shall be deeper by at least 150mm. The trench shall be evenly and sufficiently padded to keep the pipe, when in place, at least 150mm above the bottom of excavated trench. NOTE: (i) Item to be operated under specific instructions from Engineer-in-Charge (ii) Cost of additional depth of 150mm trenching for this item shall be paid separetly under item for \"\"Extra for Rock trenching\"\"\" |
| 18 | \"Supplying, providing and filling fine sand in trenches in stretches other than normal soil and hard rock / boulder stretch (includi ng additional 150mm deep trenching) around mainline pipe for providing a minimum padding thickness of 150 mm on top as well as at bo ttom of the mainline pipe for the complete specified trench width NOTE: (i) Item to be operated under specific instructions from Engineer-in-Charge (ii) Cost of additional depth of 150mm trenching for this item shall be included in this item itself\" |
| 19 | \"Supplying & providing approved type of extruded polyethylene mesh (rock shield) on mainline pipe to protect the coating against roc ky 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 instructions of Site Engineer / Engineer-in-Charg e. NOTE: 1. Proper lateral as well as transvers overlap shall be provided as per specifications/ manufacturers recommendation\" |
| 20 | Supply of all materials necessary for fabrication and installation of kilometre posts, direction markers and warning signs at the lo cations as per specifications, excavating & grouting in cement concrete 1:3:6, and all other works necessary for fabrication & insta llation of the markers including cleaning, priming & applying two coats of coal tar based epoxy paint on underground portions, suppl y and application of one coat of primer and two coats of epoxy paint of approved colour and quality on overground portion, stencil l etter 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 app roved drawing & specifications and as per direction of Site Engineer / Engineer-in-Charge. |
| 21 | KILOMETER POST |
| 22 | DIRECTION MARKER |
| 23 | WARNING SIGN |
| 24 | Providing and installing RCC (1:1.5:3) boundary pillars as per drawings on both edges of the ROW at 250 metres interval and at every turning point and/or as directed, including supply of all materials necessary for the fabrication of the pillars, casting and inscr ibing the pillars, excavation of earth, fixing the pillars & backfilling, applying two coats of oil paint over one coat of cement ba sed primer on exposed surface and work, labour, inputs & materials/ consumables necessary to perform and complete the work in all re spect under the contract and as per directions of Site Engineer. |
| 25 | Carrying out air drying of the pipeline system as per specification and direction of Engineer-in-Charge including supply of all labo ur, materials, equipments, instruments, pigs, barrels etc. complete in all respects. |
| 26 | Carrying out Nitrogen Purging of the pipeline system as per specification and direction of Engineer-in-Charge including supply of al l labour, materials, equipments, instruments, pigs, barrels etc. complete in all respects. |
| 27 | Preservation of entire pipeline / pipeline sections (including HDD sections) by using inhibited water with uniform inhibitor concent ration adequate for 6 (six) months preservation period as per manufacturer\"s recommendation including arranging water, testing of wa ter, supply of inhibitor, all equipment, manpower, consumables etc. complete as per specifications and direction of Site Engineer / Engineer-in-Charge. |
| 28 | 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 in cluding HDD sections under this tender (but excluding HDD crossings not included under the scope of this tender and to be executed b y separate agency) by running series of pigs for cleaning the line from debris, water & making it dry for launching calliper pigs, r unning of magnetic pig for cleaning of ferrous residue, launching and receiving the electronic & standard calliper pigs, including p ig tracking at 5 to 10 km interval, data retrieval, interpretation of data and submission of reports in the form acceptable to the O wner, including rectification of defects observed from calliper survey, including supply of all labour, materials, equipment & instr uments, calliper pigs, fabrication of launching & receiving barrels, all complete for ascertaining the geometry of the pipeline. |
| 29 | Taking delivery and transportation of bare pipes from owner\"s stockpile, transportation, unloading the pipes at manufacturer\"s work s 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 / Engi neer-in-Charge. |
| 30 | #Design, detailed engineering & installation of pipeline / pipeline & OFC conduit across rivers, NH, SH, Expressways, Railways, etc by HDD method. #Complete work for the crossing (between the limits, as indicated in the approved drawings) including mobilization & de-mobilization at site(s), supply of all materials as per the `Scope of Supply\" and all consumables, equipment, manpower & other re sources and arranging the required land for site preparations and execution of, but not limited to, the following works in accordanc e with the specifications, drawings and as per all provisions of the contract document and instructions of the Owner. #Interpretatio n of data of hydrological / geo-technical surveys furnished by the Owner, carrying out fresh topographic survey of the rivers, NH, S H, Expressways, Railways, etc & developing new profile drawing for the crossing location, carrying out additional surveys required f or collecting data relevant to design and construction of the crossing, performing all engineering & design calculations, preparatio n of all necessary construction drawings for approval of the Owner as per the provisions of contract document, preparation of detail ed construction method statement and design analysis. #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, inc luding arranging all necessary intermediate storage area required thereof till the pipes are installed in permanent position. #Compl ete site preparation including arranging of required land, setting up of fabrication yard, preparation of temporary arrangement for pipeline stringing, launching etc. #Carrying out repair of pipe defects, replacement in the case of non-repairable defects and repai ring damages to pipe coating including defects/ damages occurring during transportation and handling. #Pre-construction surveys and collection of all necessary data. #String preparation including repair of pipe and pipe coating defects, welding, non-destructive te sting of welds including 100% radiography (by X-ray), supply of films & all equipment and providing all facilities to Owner\"s repres entative(s) for examining radiographs, repair of defects in the.........Continued |
| 31 | \"....in Continuation of previous.......welds and re-testing etc. #Coating of the field joints of the pipe string to be installed by HDD method with DIRAX heat shrink sleeves of M/s Raychem\"s make, DDXTM Directional Drilling Kit of M/s Canusa or of any other approv ed make used for HDD crossings. #Repair of all coating damages in the pipe section to be laid by HDD method by full encirclement sle eves using suitable cut sections of approved quality of heat shrink sleeves of M/s Raychem make, DDXTM Directional Drilling Kit of M /s Canusa or of any other approved make. #Fabrication of 89mm OD steel conduit with an inner duct of 40mm OD HDPE pipe for OFC (wher ever OFC has to be laid along with the carrier pipeline). #Supply & fixing of easy to install heat shrinkable duct end caps for HDPE conduit for OFC (wherever OFC has to be laid along with the carrier pipeline). #Carrying out air cleaning, gauge pigging and pre-in stallation hydrostatic testing of the complete pipeline string, as per the specifications, including repair of defects and retesting etc. #Installation of the pipeline / pipeline and OFC conduit as a bundle crossing below the rivers, NH, SH, Expressways, Railways, etc by single horizontal directional drilling operation to the correct profile as per the approved drawings. #Carrying out post-ins tallation hydrostatic testing of HDD pipe string (along with transition pipe section). #Carrying out post-installation coating surve y as per approved procedure. #Restoration, clean-up and disposal of drilling fluid, waste and all other surplus materials etc. #Tran sportation of surplus Owner-supplied pipes to the designated stockpile location of the Owner. #Preparation of as-built drawings and other records etc. #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. Note:-The Contractor shall have the option for installation of 89 mm OFC conduit as Bundled HDD installation along with the HDD inst allation of carrier pipe OR as a separate HDD instalation. However, the payment and payment terms shall remain the same in both the cases.\" |
| 32 | UPTO 100 METERS (with OFC conduit) |
| 33 | 16\" in Normal Soil |
| 34 | 101 - 300 METERS (with OFC conduit) |
| 35 | 16\" in Normal Soil |
| 36 | Carrying out tieing-in and hook-up with existing Mainline on either sides including all excavation/ trenching in all kinds of soil i ncluding rock,transportation of pipe from owner\"s stackyard, cold cutting of pipe, pre-testing(hydrotest) of pipe sections before ho ok-up, making field bends out of pre-tested pipes (pipes shall be supplied by Owner) to match the site requirement, welding with saf ety equipments, Nitrogen purging, mud plugging, foam pigs insertion, ultrasonic thickness of pipe, DP test, TOR fittings and welding on pipe, carrying out 100% radiography, field joint coating, holiday detection, repair of damaged coating, backfilling and making t hrough the pipeline etc. complete in all respects in line with standard operating procedure under close supervision and as per the d irection of the Site-Engineer /Engineer-in-charge. |
| 37 | Pipeline laying liaisoning and assistance in getting permissions from the statutory authorities - \"Providing assistance to IOCL to obtain permission from land/RoU owing agencies like NHAI, Indian Railways and any other government agencies who maintains the public lands. This rates are not applicable for Private lands i.e. Apartments etc. Permissions required from various authorities like NHAI / SH/PWD/Railways / Irrigation (Canal) etc. falling enroute shall be inclusi ve in the item rate.\" Note: 1. Payment shall be based on the actual length of pipeline laid. This rate shall be paid seperately & not inclusive in above specified SOR item of INSTALLATION OF CARRIER PIPE BY OPEN TRENCH METHOD (ALL KINDS OF SOIL).\" |
| 38 | Restoration of asphalt / concrete / red stone roads / pavement/ pavor block including compaction of soil, to original condition as p er requirement and to the entire satisfaction of EIC and / or concerned Owners having jurisdiction for following thickness. |
| 39 | Restoration of Asphalt road up to 15 cm thickness |
| 40 | Restoration of Asphalt road beyond 15 cm up to 20 cm thickness |
| 41 | Restoration of RCC Concrete road up to 15 cm thickness |
| 42 | Restoration of red stone road / footpath / pavement up to 4 inch thickness |
| 43 | Providing and laying PCC (1:2:4) as per technical specifications & instruction of Engineer in charge. (Aggregate size 20 mm down) |
| 44 | Providing and laying PCC (1:4:8) as per technical specifications & instruction of Engineer in charge. (Aggregate size 40 mm down) |
| 45 | Providing and Laying reinforced cement concrete of grade M -25 with 20 mm and down grade crushed stone aggregate in all types of str uctures like foundations, pedestals etc. at all depths & heights including excavation shaffolding, shuttering, reinforcement steel ( FE 500D), all labour, materials, tools & tackles etc as per the instruction of Engineer in charge. |
| 46 | \"Laying of Owner-supplied pre-coated mild steel line pipes, including arranging all additional land/construction corridor, beyond Ow ner\"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 neces sary to perform and complete the work in all respects in accordance with the contract including, but not limited to, the following w orks:- - Taking delivery of pre-coated/ bare pipes from the designated stockpile location (loading of pipes onto pipe trailors placed insid e stockpile by mainline contractor shall be done by Owner\"s authorized agency), including placing of pipe trailors for taking delive ry of pipes from designated stockpile, carrying out holiday detection and verification of pipes at the time of taking delivery), tra nsportation of pipes to ROW/ work site/ Contractor\"s storage location etc., - Clearing and grading of ROW/ pipeline corridor, cutting of trees, vegetation etc. including keeping record of trees cut, including de-watering etc., - Stringing of pipes along ROW including providing straw bags/ soft padding below pipe (in Rocky areas requiring blasting for prepar ation of trench, pipes shall be strung after the blasting operation and clearing of trench as per instructions of Site Engineer/ Eng ineer-in-Charge), - Trenching to all depths to maintain clear earth cover as per specification and to fit minimum bend radius, by excavation in all ki nds of terrain & soil, including stripping top soil to a depth of 30cm to the full anticipated width of the ditch and storing this m aterial separately along the ROW to allow re-depositing of the same on top of the backfilled ditch (in cultivable and other areas sp ecially designated by Owner), - Carrying out repair of pipe & coating defects for defects occurring after \"\"taking over\"\" of pipes from Owner, replacement in the case of non-repairable defects and repairing damages to pipe coating including defects/ damages occurring during transportation & ha ndling, - Aligning, bending, lining up, cutting and beveling (as required) of pipes for field adjustments, welding (manual / semi-automatic / automatic), physical inspection of all weld joints by qualified welding engineer/ inspector & carrying out repair of weld-joints f ound defective, -Carrying out 100% radiographic inspection (by X-Ray) of all field weld joints, destructive testing of one weld joint in each Spread as per specification and direction of Site Engineer, including providing Crawler type Automatic X-Ray machine and external X-Ray ma chine and all other requisite equipment, labour, supervision, materials, approved films, approved consumables, all facilities and pe rsonnel to process, develop, examine and interpret radiographs (by qualified and experienced Radiography Inspector), providing all f acilities to Owner\"s representative(s) for examining radiographs and other tests as required, carrying out repair of weld-joints fou nd defective, carrying out re-radiography and other tests as required on repaired joints, etc., ..... Continuation in next line\" |
| 47 | \".... in continuation to the previous line -Carrying out coating of all field weld joints, by qualified coating insulators, including supply of approved joint coating material s, providing all equipment, materials and consumables necessary to carry out the job as per manufacturer\"s recommendation, -Installation of hot-pulled bends at required locations in mainline (bends to be fabricated from Owner-supplied bare pipes) includin g cutting, beveling, fitment, coating the bare bend pipe with approved heat shrink sleeve coating, -Carrying out holiday detection, at specified voltage level corresponding to coating type and as per specifications, and repair of c oating, if any, -Laying pipeline by open-cut method at crossings viz., cart-track, metalled/ un-metalled roads, minor water courses (MWC) etc.,(exce pt crossings identified as \"\"Cased\"\", \"\"Submerged\"\", \"\"Shallow HDD\"\" & \"\"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., -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 Site-Engineer, -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 En gineer-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 attri butable to Contractor, re-testing after rectification etc. and cleaning the pipeline section after successful hydrotesting, -All tie-ins, including tieing-in with HDD sections under this tender and also with HDD sections not covered under this tender (tie- ins with HDD sections not under this tender shall be paid separately as per relevant item of SOR), -Obtaining work permits/ NOC from various authorities having jurisdiction before execution of work and complying with all stipulatio ns/ conditions/ recommendation of the said authorities -Supply and installation of 1.0 mm thickness & width (D+300) warning mat over entire pipeline as per relevant specification -Final clean-up and restoration of ROW/ construction corridor, field bunds etc., obtaining NOC from statutory authorities (as requir ed) and obtaining NOC from respective land owners in respect of final restoration of their land etc, disposal of debris and returnin g surplus material to designated disposal areas/ storage location, as directed by Engineer-in-Charge, restoration of land, facilitie s and boundary wall etc. for facilities dismantled/ damaged by Contractor during construction, .... Continuation in next line\" |
| 48 | \"....in continuation to the previous line \"- Preparation of as-built drawings, pipe book and other records as per specifications etc., - Supply of all materials (other than those specifically undertaken to be supplied by the Owner under the contract) necessary for pe rformance 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 r espects as per drawings, specifications and instructions of Site Engineer/ Engineer-in-Charge. NOTE: I) The rate quoted against this item shall include cost of excavation and backfilling of trench of standard width (as per approved d rawings) in all kinds of soil for laying Mainline pipe. II)The Mainline work includes and covers the work in all types of crossings viz., roads, drains, minor water courses (MWC), low lyin g areas, ponds, plant area, underground utilities, pedestrian crossings, etc. except those crossings identified as \"\"Cased\"\", \"\"Subm erged\"\" & \"\"HDD\"\" crossings for which relevant item of SOR shall be applicable. III) Concrete coating, if necessary, for laying pipelines across ponds, low lying areas etc. shall be paid separately as per relevan t item of SOR. IV) Cost of all materials required in repair and/ or rectification of defective work caused due to reasons not attributable to any a ct or omission of the Owner shall be chargeable to Contractor account. The Owner will supply the additional materials from its desig nated store/ godown (insofar as constitutes Owner-supplied materials) required for the repair/ rectification work on chargeable basi s. The cost of such material shall be as determined by the Engineer-in-Charge plus an additional charge of 15% of the cost of materi al shall also be levied. The decision of the Engineer-in-Charge, as to the cost of the material, shall be final and binding on the C ontractor. V) In the course of hydrostatic testing of the mainline section, if any defective portion/ pipe/ work is found to be due to a defect in the pipe attributable to the Owner, the Owner shall supply the additional necessary pipes at Owner issue point required for the work free of cost to the Contractor, but the Contractor shall supply all other materials and inputs at his own cost for replacement of pipe section. The Contractor shall be paid a lump sum amount for each such failure (refer relevant clause of Special Conditions o f Contract of the tender documents) for the work involved in locating & identifying the defects in the mainline and in their repair/ rectification as per the specification. Failure in one or more pipes in a section during a single pressurization cycle shall be cons idered as a single failure for the purpose of compensation for hydrostatic test failure on account of manufacturing defect. VI) Installation of the hot-pulled bends in Mainline, including cutting beveling of pipes, fitment etc., shall be inclusive in the M ainline rate. Payment for fabrication of hot-pulled induction bends, as per specifications, shall be done separately as per relevant item of SOR. The hot-pulled bends shall be coated at site with heat shrink sleeve coating. The cost of the same shall be deemed to be included in this item for Mainline laying.\" |
| 49 | 8.625\" OD |
| 50 | \"Laying submerged crossings using pipes with or without concrete sheathing across major water course crossings and providing all wor ks,labour, inputs and materials/consumable necessary to perform and complete the work in all respects in accordance with the contrac t, including taking delivery and transportation of Owner-supplied coated pipes to the work site from designated stockpile location, inspection of the coated pipes visually and with holiday detector for defects, arranging all necessary intermediate storage area req uired thereof till the pipes are installed in permanent position, arranging the required additional land for construction purpose, p reparation of site, aligning, bending, lining up and welding the pipe, 100% radiographic inspection of weld joints, coating of field weld joints, holiday detection and repair of coating, hydrotesting (both pre- & post-installation) and replacement of pipes/ defect s, excavation of the trench to required depth, as per specifications, in all kinds of soil and conditions including rock trenching a nd maintenance of trench in all kinds of soil including rocky strata, if any, making bunds for stoppage of water flow, de-watering i ncluding installation of well-point system, and laying of the pipeline in approved trench, including de-watering, providing in-situ concreting at coated weld joints to effectively secure the HDPE conduit with mainline pipe, providing \"\"Band IT\"\" make stainless ste el (SS) strips / clamps of 3/4\"\" width for tying HDPE conduit with mainline pipe (two strips per pipe length), backfilling and final clean-up, stabilisation of the excavated banks by additional means, disposal of waste and surplus in accordance with the contract, and supply of materials (other than those specifically undertaken to be supplied by the Owner under the contract) necessary for or i n the performance of the work or for temporary or permanent incorporation in the works and all other acts, matters and things nec essary to complete the pipeline/ crossings in all respects according to the contract and as per directions of Site Engineer/ Enginee r-in-Charge. NOTE : I)Depending upon the site condition & location of each submerged crossing, the Engineer-in-Charge, in consultation with the Contract or, shall decide upon the precise operations necessary for the performance of the work to lay the pipeline across the canal/ drain/ rivers and the cost of all such operations necessary shall be deemed to have been included in the rate for this item. II)Profile of drain / canal bed, ground & top of laid pipe shall be established jointly in presence of Owner both before and after l aying the crossing, by taking levels with reference to nearby permanent structure. III)The banks of the crossing shall be stabilised and suitable brick/ stone masonry bank protection works shall be carried out for t he entire ROW width to prevent bank erosion leading to exposure of the pipeline. The procedure for such measures shall be submitted for Owner\"s approval prior to execution. IV)Concrete sheathing work for submerged crossings shall be paid for separately under relevant item of Schedule of Rates.\" |
| 51 | 8.625\" OD |
| 52 | \"Laying pre-coated pipes in Marshy areas with concrete sheathing including providing all equipment, works,labour, inputs and materia ls/consumable necessary to perform and complete the work in all respects, submission of construction procedure for Owner\"s approval, arranging the required additional land for construction purpose, preparation of site including dewatering, aligning, bending, linin g up and welding the pipe, 100% radiographic inspection of weld joints, coating of field weld joints, holiday detection and repair o f coating, hydrotesting testing and replacement of pipes/ defects, excavation of the trench to required depth in all kinds of soil a nd conditions including rock trenching and maintenance of trench in all kinds of soil including rocky strata, if any, and laying of the pipeline in approved trench, backfilling and final clean-up, stabilisation of the excavated banks, disposal of waste and surplus in accordance with the contract, and supply of materials (other than those specifically undertaken to be supplied by the Owner unde r the contract) necessary for or in the performance of the work or for temporary or permanent incorporation in the works and all o ther acts, matters and things necessary to complete the work in all respects according to the contract. NOTE: 1. Depending upon the site condition, the Engineer-in-Charge, in consultation with the Contractor, shall decide upon the precise op erations necessary for the performance of the work to lay the pipeline across the canal/drain/rivers and the cost of all such operat ions necessary shall be deemed to have been included in the rate for this item. 2. Concrete sheathing work for marshy area laying shall be paid for separately under relevant item of Schedule of Rates. 3. Measurement for this item shall be as per pipe book covering laying in Marshy portion covering laying in Marshy portion covering entire concrete sheathing work only.\" |
| 53 | 8.625\" OD |
| 54 | \"Laying pre-coated pipes in Water Logged/High Water Table Areaincluding providing all equipment, works,labour, inputs and materials/ consumable necessary to perform and complete the work in allrespects, submission of construction procedure for Owner\"s approval,arra nging the required additional land for construction purpose,preparation of site including dewatering, aligning, bending, lining upan d welding the pipe, 100% radiographic inspection of weld joints,coating of field weld joints, holiday detection and repair of coatin g,hydrotesting testing and replacement of pipes/ defects, excavation ofthe trench to required depth in all kinds of soil and conditi onsincluding rock trenching and maintenance of trench in all kinds of soilincluding rocky strata, if any, and laying of the pipeline in approvedtrench, backfilling and final clean-up, stabilisation of the excavatedbanks, disposal of waste and surplus in accordance with the contract,and supply of materials (other than those specifically undertaken to besupplied by the Owner under the contract) necessary for or in theperformance of the work or for temporary or permanent incorporation inthe works and all other acts, matters a nd things necessary to completethe work in all respects according to the contract. NOTE:1. Depending upon the site condition, the Engineer-in-Charge, inconsultation with the Contractor, shall decide upon the precise operations necessary for the performance of the work to lay the pipeline across the canal/drain/rivers and the cost of all such oper ationsnecessary shall be deemed to have been included in the rate for this item.\" |
| 55 | 8.625\" |
| 56 | \"Providing & Laying Concrete sheathing on the carrier pipe 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, aggrega te, sand, shuttering and all other materials, consumables, inputs, equipment for concrete sheathing required to complete the job, te sting of concrete coated pipes etc. and as per direction of Engineer-in-Charge. NOTE: I) 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 II) The rates shall include compensation for additional hardship caused in handling and/ or lowering the pipe with concrete coating. The above item shall be executed at the discretion and directions of Engineer-in-Charge. III) The rates shall include the concrete sheathing / coating over weld joints in order to arrive at continuously concrete coated pi peline. This weld joint concrete sheathing / coating shall be applied after the hydrostatic pre-test.\" |
| 57 | 8.625\" |
| 58 | \"Extra for rock trenching for Mainline laying (covered under relevant item of this SOR) as classified by the Engineer-in-Charge and performed by pneumatic tools or by drilling and blasting or by chiselling out including cost of all equipment, materials, labour, co nsumables & inputs to complete the work (excluding sand padding around mainline pipe which shall be paid separately) as per specific ations, approved procedure and instructions of Engineer-in-Charge. Note: 1.Payment shall be made for rock actually excavated at site or calculated based on the trench dimensions stipulated in the specifica tions / drawings, whichever is less. 2.Item shall be operated under specific instructions from Engineer-in-Charge. 3.Controlled Blasting operation shall be carried out only by authorized and trained / skilled manpower, as per approved procedure, a nd taking due care & precaution to adjoining property, people, livestock etc., with due approval from Engineer-in-Charge 4.Sand padding around mainline pipe shall be paid separately as per relevant item in SOR 5. Additional 150 mm depth of excavation to be carried out in rocky area (for pipe trench) to accommodate sand padding\" |
| 59 | \"Supplying, providing and filling fine sand in trenches in hard rocky stretches (Excluding additional 150mm deep trenching for rock trenching) around mainline pipe for providing a minimum padding thickness of 150 mm on top as well as at bottom of the mainline pip e. NOTE: (i) Item to be operated under specific instructions from Engineer-in-Charge (ii) Cost of additional depth of 150mm trenching for this item shall be paid separetly under item for \"\"Extra for Rock trenching\"\"\" |
| 60 | 8.625\" |
| 61 | \"Supplying, providing and filling fine sand in trenches in stretches other than normal soil and hard rock / boulder stretch (includi ng additional 150mm deep trenching) around mainline pipe for providing a minimum padding thickness of 150 mm on top as well as at bo ttom of the mainline pipe for the complete specified trench width NOTE: (i) Item to be operated under specific instructions from Engineer-in-Charge (ii) Cost of additional depth of 150mm trenching for this item shall be included in this item itself\" |
| 62 | 8.625\" |
| 63 | \"Supplying & providing approved type of extruded polyethylene mesh (rock shield) on mainline pipe to protect the coating against roc ky 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 instructions of Site Engineer / Engineer-in-Charg e. NOTE: 1. Proper lateral as well as transvers overlap shall be provided as per specifications/ manufacturers recommendation\" |
| 64 | 8.625\" |
| 65 | Supply of all materials necessary for fabrication and installation of kilometre posts, direction markers and warning signs at the lo cations as per specifications, excavating & grouting in cement concrete 1:3:6, and all other works necessary for fabrication & insta llation of the markers including cleaning, priming & applying two coats of coal tar based epoxy paint on underground portions, suppl y and application of one coat of primer and two coats of epoxy paint of approved colour and quality on overground portion, stencil l etter 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 app roved drawing & specifications and as per direction of Site Engineer / Engineer-in-Charge. |
| 66 | KILOMETER POST |
| 67 | DIRECTION MARKER |
| 68 | WARNING SIGN |
| 69 | Providing and installing RCC (1:1.5:3) boundary pillars as per drawings on both edges of the ROW at 250 metres interval and at every turning point and/or as directed, including supply of all materials necessary for the fabrication of the pillars, casting and inscr ibing the pillars, excavation of earth, fixing the pillars & backfilling, applying two coats of oil paint over one coat of cement ba sed primer on exposed surface and work, labour, inputs & materials/ consumables necessary to perform and complete the work in all re spect under the contract and as per directions of Site Engineer. |
| 70 | Carrying out air drying of the pipeline system as per specification and direction of Engineer-in-Charge including supply of all labo ur, materials, equipments, instruments, pigs, barrels etc. complete in all respects. |
| 71 | 8.625\" |
| 72 | Carrying out Nitrogen Purging of the pipeline system as per specification and direction of Engineer-in-Charge including supply of al l labour, materials, equipments, instruments, pigs, barrels etc. complete in all respects. |
| 73 | 8.625\" |
| 74 | 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 in cluding HDD sections under this tender (but excluding HDD crossings not included under the scope of this tender and to be executed b y separate agency) by running series of pigs for cleaning the line from debris, water & making it dry for launching calliper pigs, r unning of magnetic pig for cleaning of ferrous residue, launching and receiving the electronic & standard calliper pigs, including p ig tracking at 5 to 10 km interval, data retrieval, interpretation of data and submission of reports in the form acceptable to the O wner, including rectification of defects observed from calliper survey, including supply of all labour, materials, equipment & instr uments, calliper pigs, fabrication of launching & receiving barrels, all complete for ascertaining the geometry of the pipeline. |
| 75 | 8.625\" |
| 76 | Preservation of entire pipeline / pipeline sections (including HDD sections) by using inhibited water with uniform inhibitor concent ration adequate for 6 (six) months preservation period as per manufacturer\"s recommendation including arranging water, testing of wa ter, supply of inhibitor, all equipment, manpower, consumables etc. complete as per specifications and direction of Site Engineer / Engineer-in-Charge. |
| 77 | 8.625\" |
| 78 | \"Carrying out tieing-in and hook-up of mainline pipe with the HDD sections of pipeline (executed by other agency) (Optional) on eith er side of the HDD pipe section , including excavation/ trenching in all kinds of soil including rock, cutting of pipe, making field bends out of pre-tested pipes to match the site requirement, welding, carrying out 100% radiography, field joint coating, holiday d etection, repair of damaged coating, backfilling and making through the pipeline etc. complete in all respects. Note: This item shall be operated under specific instructions of Engineer-in-Charge.\" |
| 79 | 8.625\" |
| 80 | Taking delivery and transportation of bare pipes from owner\"s stockpile, transportation, unloading the pipes at manufacturer\"s work s 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 / Engi neer-in-Charge. |
| 81 | 8.625\" |
| 82 | #Design, detailed engineering & installation of pipeline / pipeline & OFC conduit across rivers, NH, SH, Expressways, Railways, etc by HDD method. #Complete work for the crossing (between the limits, as indicated in the approved drawings) including mobilization & de-mobilization at site(s), supply of all materials as per the `Scope of Supply\" and all consumables, equipment, manpower & other re sources and arranging the required land for site preparations and execution of, but not limited to, the following works in accordanc e with the specifications, drawings and as per all provisions of the contract document and instructions of the Owner. #Interpretatio n of data of hydrological / geo-technical surveys furnished by the Owner, carrying out fresh topographic survey of the rivers, NH, S H, Expressways, Railways, etc & developing new profile drawing for the crossing location, carrying out additional surveys required f or collecting data relevant to design and construction of the crossing, performing all engineering & design calculations, preparatio n of all necessary construction drawings for approval of the Owner as per the provisions of contract document, preparation of detail ed construction method statement and design analysis. #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, inc luding arranging all necessary intermediate storage area required thereof till the pipes are installed in permanent position. #Compl ete site preparation including arranging of required land, setting up of fabrication yard, preparation of temporary arrangement for pipeline stringing, launching etc. #Carrying out repair of pipe defects, replacement in the case of non-repairable defects and repai ring damages to pipe coating including defects/ damages occurring during transportation and handling. #Pre-construction surveys and collection of all necessary data. #String preparation including repair of pipe and pipe coating defects, welding, non-destructive te sting of welds including 100% radiography (by X-ray), supply of films & all equipment and providing all facilities to Owner\"s repres entative(s) for examining radiographs, repair of defects in the.........Continued |
| 83 | \"....in Continuation of previous.......welds and re-testing etc. #Coating of the field joints of the pipe string to be installed by HDD method with DIRAX heat shrink sleeves of M/s Raychem\"s make, DDXTM Directional Drilling Kit of M/s Canusa or of any other approv ed make used for HDD crossings. #Repair of all coating damages in the pipe section to be laid by HDD method by full encirclement sle eves using suitable cut sections of approved quality of heat shrink sleeves of M/s Raychem make, DDXTM Directional Drilling Kit of M /s Canusa or of any other approved make. #Fabrication of 89mm OD steel conduit with an inner duct of 40mm OD HDPE pipe for OFC (wher ever OFC has to be laid along with the carrier pipeline). #Supply & fixing of easy to install heat shrinkable duct end caps for HDPE conduit for OFC (wherever OFC has to be laid along with the carrier pipeline). #Carrying out air cleaning, gauge pigging and pre-in stallation hydrostatic testing of the complete pipeline string, as per the specifications, including repair of defects and retesting etc. #Installation of the pipeline / pipeline and OFC conduit as a bundle crossing below the rivers, NH, SH, Expressways, Railways, etc by single horizontal directional drilling operation to the correct profile as per the approved drawings. #Carrying out post-ins tallation hydrostatic testing of HDD pipe string (along with transition pipe section). #Carrying out post-installation coating surve y as per approved procedure. #Restoration, clean-up and disposal of drilling fluid, waste and all other surplus materials etc. #Tran sportation of surplus Owner-supplied pipes to the designated stockpile location of the Owner. #Preparation of as-built drawings and other records etc. #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. Note:-The Contractor shall have the option for installation of 89 mm OFC conduit as Bundled HDD installation along with the HDD inst allation of carrier pipe OR as a separate HDD instalation. However, the payment and payment terms shall remain the same in both the cases.\" |
| 84 | 101 - 300 METERS (with OFC conduit) |
| 85 | 8.625\" in Normal Soil |
| 86 | \"Execution of road/other crossing by Shallow Horizontal Directional Drilling (HDD) technique including mobilization & de-mobilizatio n at site(s), supply of all materials as per the `Scope of Supply\" and all consumables, equipment, manpower & other resources and ar ranging the required land for site preparations and execution of, but not limited to, the following works in accordance with the spe cifications, drawings and as per all provisions of the contract document complete in all respect as per the instructions of the Engi neer – in – charge /Site engineer. Taking delivery and transportation of Owner-supplied 3LPE coated pipes to the work site from designated stockpile location, inspecti on of the coated pipes visually and/or with holiday detector for defects, including arranging all necessary intermediate storage are a required thereof till the pipes are installed in permanent position. Complete site preparation including arranging of required land, setting up of fabrication yard, preparation of temporary arrangement for pipeline stringing, launching etc Carrying out repair of pipe defects, replacement in the case of non-repairable defects and repairing damages to pipe coating includi ng defects/ damages occurring during transportation and handling. String preparation including repair of pipe and pipe coating defects, welding, non-destructive testing of welds including 100% radio graphy (by X-ray), supply of films & all equipment and providing all facilities to Owner\"s representative(s) for examining radiograp hs, repair of defects in the welds and re-testing etc. Carrying out pre-installation hydrostatic testing of the complete pipeline string, as per the specifications, including repair of de fects and retesting etc. Coating of the field joints of the pipe string to be installed by shallow HDD method with DIRAX heat shrink sleeves of M/s Raychem\"s make, DDXTM Directional Drilling Kit of M/s Canusa or of any other approved make used for HDD crossings. Repair of all coating damages in the pipe section to be laid by shallow HDD method by full encirclement sleeves using suitable cut s ections of approved quality of heat shrink sleeves of M/s Raychem make, DDXTM Directional Drilling Kit of M/s Canusa or of any other approved make. Repair of all coating damages in the pipe section to be laid by shallow HDD method by full encirclement sleeves using suitable cut s ections of approved quality of heat shrink sleeves of M/s Raychem make, DDXTM Directional Drilling Kit of M/s Canusa or of any other approved make. Fabrication of 89mm OD steel conduit with an inner duct of 40mm OD HDPE pipe for OFC (wherever OFC has to be laid along with the car rier pipeline). Supply & fixing of easy to install heat shrinkable duct end caps for HDPE conduit for OFC (wherever OFC has to be laid along with th e carrier pipeline). ... continuation in next line\" |
| 87 | \"... in continuation to the previous line Installation of the pipeline and OFC conduit as a bundle crossing below the Road/ other utility horizontally by shallow HDD operatio n to the correct profile as per the approved drawings in a pre-reamed hole of appropriate. Carrying out post-installation coating survey as per approved procedure. Restoration, clean-up and disposal of drilling fluid, waste and all other surplus materials etc. All other works not specifically listed herein, but required as per specifications, drawings, provisions of the contract document, c alculations and construction method statement, leading to successful completion of the works. Note :- The item to be operated under the specific instruction of Engineer in Charge\" |
| 88 | 8.625\" |
| 89 | Double line (Twin line) in common trench 16\" OD & 8.625\" OD Gas Line between CBRTPL Tapoff and upcoming IOCL CS. Line item descripti on as per standard mainline laying. |
| 90 | GAIL GCS - IOCL CS Non ITC Civil|Chenna |
| 91 | Earth work in surface excavation (not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth up to all lead and lift, as directed by the Engineer-in-Charge. |
| 92 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas including trimming of sides of the tren ches, dressing, ramming and levelling the bottom of the trenches correct to level, grade etc. including filling in sides of founda tion trenches, plinth etc. with the excavated earth available and/or depositing the excess earth within station area limits, in la yers not exceeding 20 cms. thick, consolidating each deposited layer by ramming, watering, dressing to level and grade , complete i n all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. |
| 93 | In all kinds of soil |
| 94 | Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor\"s own borrow areas including royalty, wit h all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisture content to 90% of Proctor\"s density, consolidation and rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thic kness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 95 | Supplying and filling coarse sand under floors, in foundations and plinth including cost-of sand, royalty, transportation, loading , unloading, spreading in layers not exceeding 20 cm., watering, ramming, compacting, dressing and levelling etc. complete in all r espects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engine er. |
| 96 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material : |
| 97 | Beyond 30 cm girth upto and including 60 cm girth |
| 98 | Beyond 60 cm girth upto and including 120 cm girth |
| 99 | Beyond 120 cm girth upto and including 240 cm girth |
| 100 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in d epth, consolidating each deposited layer by ramming and watering, all works up to any lead and lift |
| 101 | Filling the excavated earth to required grade, level & profile in low lying areas including watering, ramming, compacting at optimum moisture content to 90% of Proctor\"s density consolidation by rolling with 8 to 10 tonne power roller in layers not exceeding 20 c m thickness, including clearing the area by cutting of shrubs, bushes, grass, vegetation, debris etc. stacking and disposing out of plot area to an unobjectional area as directed by Engineer-in-Charge complete in all respects inclusive of cost of all labour, mate rials, tools, tackles etc. as per drawings, specifications and direction of the Engineer-in-Charge. |
| 102 | Providing and laying in position cement concrete of specified grade at all depths including ramming & shuttering etc. complete in a ll respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site En gineer: |
| 103 | 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources] |
| 104 | 1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from n atural sources] |
| 105 | 1:3:6 (1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from n atural sources) |
| 106 | 1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from n atural sources] |
| 107 | Providing and laying structural reinforced cement concrete work (1:1.5:3) conforming to IS:456 (1 cement : 1.5 coarse sand : 3 grade d stone aggregate 20 mm nominal size) at all heights and depth for construction of foundations, beams, columns, staircases, chajja, lintels, balconies, shelves, plain window sills, roof slabs, facia, canopies, fins, porch, water tank etc. including providing cente ring, shuttering, staging, scaffolding, form work etc compacting with mechanical vibrator, curing etc. complete in all respects inc lusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. (Paymen t for Reinforcement shall be made as per relevant item of SOR). |
| 108 | a) All work up to plinth level |
| 109 | Steel reinforcement for R.C.C. workincluding initial straightening of coiled/uncoiled bars, removal of loose rust, cutting, bending to correct size & shape, binding with 18 gauge G.I. wire at each intersection and placing at any position, at any height and depth complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directi on of Site Engineer. : Thermo-Mechanically Treated bars of grade Fe-500 D or more |
| 110 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in : |
| 111 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 112 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : |
| 113 | Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 114 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 115 | Supplying & fixing welded steel wire fabric of rectangular mesh 75 x 25 mm size, weight not less than 7.75 Kg/sqm fixed on angle iro n frame by welding, painted with two coats of synthetic enamel paint of over a coat of red oxide zinc chrome primer complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engin eer-in-Charge. [Note: This item is for openings in DG, Compresoor, Transformer/ VCB Room/ AVR Room. Angle iron frame shall be paid s eparately]. |
| 116 | Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 la id to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labo ur, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 117 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 118 | 1:6 (1 cement : 6 fine sand) |
| 119 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and inc luding priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 120 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obta ined. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] : |
| 121 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 122 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge] |
| 123 | Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and disposal of u nserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed du ring day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] |
| 124 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting ri vets, welding etc. including dismembering and stacking within 50 metres lead. [Notes: (1) Dismantling shall be allowed during day sh ift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of steel shall be done using hack saw or chiesel or any other method as approv ed by the Engineer-in-Charge.] |
| 125 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per the directions of Engineer-in-Charge. |
| 126 | Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, tr ansporting, unloading to approved municipal dumping ground or as approved by the Engineer-in-Charge, beyond 50 m initial lead, for a ll leads including all lifts involved. |
| 127 | Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the s ub grade and disposal of surplus earth with lead up to 50 metres. |
| 128 | Supplying and fixing Road Hump of minimum size 350 mm width x 50 mm thick made of Carbon Black mixed Rubber with Additive of LDPE fo r reinforcement & UV resistant colouring agent of black & yellow colour with 4 reflective glass beads, of weight not less than 16 Kg /metre, and capacity to withstand minimum 35 tonne weight (moving vehicle load) including cleaning the road surface of all dirt, sca les, oil, grease and foreign material etc. and fixing the hump on the Road top as per manufactures specifications with necessary fas teners complete in all respects inclusive of cost of all labour, materials, fasteners, tools, tackles etc. as per specification and directions of the Engineer-in-Charge. |
| 129 | Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thicknes s with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per s pecifications and directions of the Engineer-in-Charge : |
| 130 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 131 | Providing and laying factory made chamfered edge interlocking Cement Concrete paver blocks in foot path, park & lawns driveway or li ght & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in req uired colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver b locks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer\"s specifications & directions of the Engineer-in-Charge : |
| 132 | 60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern. |
| 133 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thi ckness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc . as per directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) Precast C.C. kerb stones shall be approved by the Engineer-in-Charge.] |
| 134 | External Work: Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : |
| 135 | 80 mm dia nominal bore |
| 136 | Providing and laying non-pressure NP-2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in t he proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 137 | 300 mm dia. R.C.C. pipe |
| 138 | Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid ov er a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including mak ing haunches and providing 15mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside and its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per standard desi gn and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling, curing etc ., as per specifications and directions of the Engineer-in-Charge. |
| 139 | Construction of open surface drain complete as per drawing including necessary excavation, refilling, disposal of surplus earth, pro viding and laying one layer of flat brick and cement concrete 1:3:6 (150 mm thick) at bottom, lining with brick masonry in cement mo rtar 1:4 (1 cement : 4 coarse sand), plastering exposed surface with 18 mm thick cement mortar 1:4 1:4 (1 cement : 4 coarse sand) wi th a floating coat of neat cement, rounding off corners etc. complete as per specification, drawing and directions of the Engineer-i n-Charge : |
| 140 | 450 mm x 450 mm rectangular section radial drain. |
| 141 | Providing and fixing 75mm diameter P.V.C. pipe (4 Kg/sq.cm) for Weep Holes in Masonry/ RCC wall including providing 230x230x230 mm s ize (approx.) filter using pebles of 40mm & down size in every weep hole on retaining side etc. complete in all respects inclusive o f cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. |
| 142 | GAIL GCS - IOCL CS ITC Civil|Chennai ba |
| 143 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas including trimming of sides of the tren ches, dressing, ramming and levelling the bottom of the trenches correct to level, grade etc. including filling in sides of founda tion trenches, plinth etc. with the excavated earth available and/or depositing the excess earth within station area limits, in la yers not exceeding 20 cms. thick, consolidating each deposited layer by ramming, watering, dressing to level and grade , complete i n all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. |
| 144 | In all kinds of soil |
| 145 | Supplying and filling coarse sand under floors, in foundations and plinth including cost-of sand, royalty, transportation, loading , unloading, spreading in layers not exceeding 20 cm., watering, ramming, compacting, dressing and levelling etc. complete in all r espects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engine er. |
| 146 | Providing and laying in position cement concrete of specified grade at all depths including ramming & shuttering etc. complete in a ll respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site En gineer: |
| 147 | 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources] |
| 148 | 1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from n atural sources] |
| 149 | 1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from n atural sources] |
| 150 | Providing and laying structural reinforced cement concrete work (1:1.5:3) conforming to IS:456 (1 cement : 1.5 coarse sand : 3 grade d stone aggregate 20 mm nominal size) at all heights and depth for construction of foundations, beams, columns, staircases, chajja, lintels, balconies, shelves, plain window sills, roof slabs, facia, canopies, fins, porch, water tank etc. including providing cente ring, shuttering, staging, scaffolding, form work etc compacting with mechanical vibrator, curing etc. complete in all respects inc lusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. (Paymen t for Reinforcement shall be made as per relevant item of SOR). |
| 151 | a) All work up to plinth level |
| 152 | Steel reinforcement for R.C.C. workincluding initial straightening of coiled/uncoiled bars, removal of loose rust, cutting, bending to correct size & shape, binding with 18 gauge G.I. wire at each intersection and placing at any position, at any height and depth complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directi on of Site Engineer. : Thermo-Mechanically Treated bars of grade Fe-500 D or more |
| 153 | Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding down bolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout, curing as per manufacturer \"s recommendation/ specification and directions of the Engineer-in-Charge. [Note: This item shall be operated under specific instruc tions of the Engineer-in-Charge] |
| 154 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : |
| 155 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 156 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 157 | Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, cl addings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cut ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including pre paration of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with two coats of epoxy paint \"EPILUX 155 High Build Enamel over a coat of \"EPILUX 610\" Primer of M/s BERGER or any other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of conc rete work). |
| 158 | Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 la id to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labo ur, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 159 | 12 mm cement plaster of mix : |
| 160 | 1:4 (1 cement : 4 fine sand) |
| 161 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 162 | 1:6 (1 cement : 6 fine sand) |
| 163 | 12 mm cement plaster finished with a floating coat of neat cement of mix : |
| 164 | 1:4 (1 cement : 4 fine sand) |
| 165 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) |
| 166 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 Kg/10 sqm) |
| 167 | Mech Supply |
| 168 | Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as p er technical specifications from approved vendors specified in tender document. |
| 169 | 16\" SWMG ANSI 150# |
| 170 | 6\" SWMG ANSI 150# |
| 171 | 4\" SWMG ANSI 150# |
| 172 | 2\" SWMG ANSI 150# |
| 173 | 1\" SWMG ANSI 150# |
| 174 | 3/4\" SWMG ANSI 150# |
| 175 | 10\" SWMG ANSI 600# |
| 176 | 8\" SWMG ANSI 600# |
| 177 | 6\" SWMG ANSI 600# |
| 178 | 4\" SWMG ANSI 600# |
| 179 | 2\" SWMG ANSI 600# |
| 180 | 1\" SWMG ANSI 600# |
| 181 | 3/4\" SWMG ANSI 600# |
| 182 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical s pecifications from approved vendors specified in tender document. |
| 183 | Fasteners for Flanges 16\" x 150# (1.000\" Dia. X 6.00\" Length) |
| 184 | Fasteners for Flanges 6\" x 150# (0.750\" Dia. X 4.50\" Length) |
| 185 | Fasteners for Flanges 4\" x 150# (0.625\" Dia. X 4.00\" Length) |
| 186 | Fasteners for Flanges 2\" x 150# (0.625\" Dia. X 4.00\" Length) |
| 187 | Fasteners for Flanges 1\" x 150# (0.500\" Dia. X 3.00\" Length) |
| 188 | Fasteners for Flanges 8\" x 600# (1.125\" Dia. X 9.75\" Length) - extended stud length for flanges with spectacle blind |
| 189 | Fasteners for Flanges 8\" x 600# (1.125\" Dia. X 8.25\" Length) |
| 190 | Fasteners for Flanges 6\" x 600# (1.0\" Dia. X 9.0\" Length) - extended stud length for flanges with spectacle blind |
| 191 | Fasteners for Flanges 6\" x 600# (1.0\" Dia. X 7.5\" Length) |
| 192 | Fasteners for Flanges 4\" x 600# (0.875\" Dia. X 7.75\" Length) - extended stud length for flanges with spectacle blind |
| 193 | Fasteners for Flanges 4\" x 600# (0.875\" Dia. X 6.50\" Length) |
| 194 | Fasteners for Flanges 2\" x 600# (0.625\" Dia. X 5.75\" Length) - extended stud length for flanges with spectacle blind |
| 195 | Fasteners for Flanges 2\" x 600# (0.625\" Dia. X 4.75\" Length) |
| 196 | Fasteners for Flanges 1\" x 600# (0.625\" Dia. X 4.0\" Length ) |
| 197 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document. |
| 198 | WNRF 150# |
| 199 | 16\", WNRF FLANGE, ANSI - 150# (B 16.5) |
| 200 | 6\", WNRF FLANGE, ANSI - 150# (B 16.5) |
| 201 | 4\", WNRF FLANGE, ANSI - 150# (B 16.5) |
| 202 | 2\", WNRF FLANGE, ANSI - 150# (B 16.5) |
| 203 | 1\", WNRF FLANGE, ANSI - 150# (B 16.5) |
| 204 | WNRF-600# |
| 205 | 10\", WNRF FLANGE, ANSI - 600# (B 16.5) |
| 206 | 8\", WNRF FLANGE, ANSI - 600# (B 16.5) |
| 207 | 6\", WNRF FLANGE, ANSI - 600# (B 16.5) |
| 208 | 4\", WNRF FLANGE, ANSI - 600# (B 16.5) |
| 209 | 2\", WNRF FLANGE, ANSI - 600# (B 16.5) |
| 210 | 1\", WNRF FLANGE, ANSI - 600# (B 16.5) |
| 211 | 3/4\", WNRF FLANGE, ANSI - 600# (B 16.5) |
| 212 | BLRF 150# |
| 213 | 16\", BLRF FLANGE, ANSI - 150# (B 16.5) |
| 214 | 4\", BLRF FLANGE, ANSI - 150# (B 16.5) |
| 215 | 2\", BLRF FLANGE, ANSI - 150# (B 16.5) |
| 216 | 1\", BLRF FLANGE, ANSI - 150# (B 16.5) |
| 217 | BLRF-600# |
| 218 | 8\", BLRF FLANGE, ANSI - 600# (B 16.5) |
| 219 | 6\", BLRF FLANGE, ANSI - 600# (B 16.5) |
| 220 | 4\", BLRF FLANGE, ANSI - 600# (B 16.5) |
| 221 | 2\", BLRF FLANGE, ANSI - 600# (B 16.5) |
| 222 | 1\", BLRF FLANGE, ANSI - 600# (B 16.5) |
| 223 | 3/4\", BLRF FLANGE, ANSI - 600# (B 16.5) |
| 224 | SPECTACLE BLINDS:Supply and delivery of following mentioned Spectacle Blinds at respective stations as per Station wise Break up of material supply and as per technical specifications indicated in tender docuemnts. |
| 225 | 8\" Spectacle Blind 600# F/F R/F |
| 226 | 6\" Spectacle Blind 600# F/F R/F |
| 227 | 4\" Spectacle Blind 600# F/F R/F |
| 228 | 2\" Spectacle Blind 600# F/F R/F |
| 229 | 16\" Spectacle Blind 150# F/F R/F |
| 230 | 6\" Spectacle Blind 150# F/F R/F |
| 231 | Supply and delivery of Ball valves/ Swing Check Valves / Globe Valves for use in process piping at respective stations as per Stati on wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. |
| 232 | API 6D BALL VALVE |
| 233 | 4\" F/F ANSI 600# A/G, API 6D BALL VALVE |
| 234 | 2\" F/F ANSI 600# A/G, API 6D BALL VALVE |
| 235 | ISO 17292 Ball valve |
| 236 | 1\" W/W ANSI 800# A/G, BALL VALVE- ISO 17292 |
| 237 | 3/4\" W/W ANSI 800# A/G, BALL VALVE- ISO 17292 |
| 238 | BS-1873/ ISO 15761 Globe valve |
| 239 | 6\",150#,F/F, A/G |
| 240 | 2\",150#,F/F, A/G |
| 241 | 2\",600#,F/F, A/G |
| 242 | API 6D Swing Check Valve |
| 243 | 8\",600#,F/F, A/G |
| 244 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical sp ecifications from approved vendors specified in tender document. |
| 245 | Un Equal Tee |
| 246 | 16\"x6\" 150# Unequal Tee |
| 247 | 14\"x6\" 150# Unequal Tee |
| 248 | 12\"x6\" 150# Unequal Tee |
| 249 | 10\"x6\" 150# Unequal Tee |
| 250 | Equal Tee |
| 251 | 16\"x16\" 150# Equal Tee |
| 252 | 6\"x6\" 150# Equal Tee |
| 253 | Elbow-90 deg LR Bends |
| 254 | 16\" 150# 90 deg LR Bend |
| 255 | 6\" 150# 90 deg LR Bend |
| 256 | 10\" 600# 90 deg LR Bend |
| 257 | 8\" 600# 90 deg LR Bend |
| 258 | 6\" 600# 90 deg LR Bend |
| 259 | 4\" 600# 90 deg LR Bend |
| 260 | 2\" 600# 90 deg LR Bend |
| 261 | 1\" 600# 90 deg LR Bend |
| 262 | 3/4\" 600# 90 deg LR Bend |
| 263 | Elbow-45 deg LR Bends |
| 264 | 16\" 150# 45 deg LR Bend |
| 265 | 6\" 150# 45 deg LR Bend |
| 266 | 10\" 600# 45deg LR Bend |
| 267 | 8\" 600# 45deg LR Bend |
| 268 | Concentric Reducers |
| 269 | 16\"X12\" 600# Concentric Reducer |
| 270 | 12\"X6\" 600# Concentric Reducer |
| 271 | 8\"X6\" 600# Concentric Reducer |
| 272 | 2\"X3/4\" 600# Concentric Reducer |
| 273 | Half coupling (Socolet) & Nipple |
| 274 | 1\" 6000Lb Nipple-ASTM A350 LF2 |
| 275 | 3/4\" 6000Lb Nipple-ASTM A350 LF2 |
| 276 | 3/4\" 6000Lb HALF COUPLING -ASTM A350 LF2 |
| 277 | Weld-o-let |
| 278 | 8\"X2\"600# (Sch 80 x 160) W-o-L |
| 279 | 16\"X2\" 150# (Sch 80 x 160) W-o-L |
| 280 | 6\"X2\" 150# (Sch 80 x 160) W-o-L |
| 281 | Supply of ASTM A333 Gr.6 / ASTM A106 Gr B pipes at respective stations as per Station wise Break up of material supply and as per t echnical specifications from approved vendors specified in tender document. |
| 282 | 6.625\" OD x Sch.STD ASTM A333 Gr.6 |
| 283 | 4.50\" OD x Sch.80 ASTM A333 Gr.6 |
| 284 | 2.375\" OD x Sch.160 ASTM A333 Gr.6 |
| 285 | 1.315\" OD x Sch.160 ASTM A333 Gr.6 |
| 286 | 1.050\" OD x Sch.160 ASTM A333 Gr.6 |
| 287 | 6.625\" OD x Sch.STD ASTM A106 Gr.B |
| 288 | 4.50\" OD x Sch.80 ASTM A106 Gr.B |
| 289 | 2.375\" OD x Sch.160 ASTM A106 Gr.B |
| 290 | 1.315\" OD x Sch.160 ASTM A106 Gr.B |
| 291 | Supply and delivery of following mentioned Insulating Coupling at respective stations as per Station wise Break up of material suppl y and as per technical specifications indicated in tender docuemnts. |
| 292 | 16\" 150# Insulating Monoblock Joint |
| 293 | Flame Arrestor:Supply and delivery of following mentioned Flame Arrestor at respective stations as per Station wise Break up of mate rial supply and as per technical specifications indicated in tender docuemnts. |
| 294 | 6\" Flame Arrester |
| 295 | Mech Services |
| 296 | \"Above Ground Equipments Installation: Taking delivery,shifting/transporting within station premises and installation of Insulating Couplings of the following sizes and pr essure class, at elevations specified in the drawing, checking resistance value by meggar test before and after erection levelling, aligning and checking, making welded connections to the piping, coating & wrapping and completing the work in all respects in accord ance with the relevant drawings, manufacturer\"s installation instructions, specifications and instructions of Site Engineer / EIC.\" |
| 297 | INSULATING COUPLING |
| 298 | 16\" x 150# Insulating Coupling |
| 299 | \"Above Ground Equipments Installation: Taking delivery of equipments, shifting/transporting within station premises, placing on pre-constructed foundations, assembling tog ether all sub-assemblies, levelling, alignment, grouting, cleaning and flushing by water, draining, checking, testing, dressing and making good of the foundation and completing the work in all respects in accordance with the relevant drawings, manufacturer\"s insta llation instruction, specifications and instructions of Site Engineer / EIC., Note: Weight of equipment is indicative only, Payment shall be done based on actual weight of equipment\" |
| 300 | Scrapper Barrel (8\" X 12\") |
| 301 | Filtration Skid |
| 302 | Metering skid |
| 303 | PRS skid |
| 304 | \"Above ground process piping (API 5L / ASTM A333 Gr6 / ASTM A106 Gr B): Taking delivery & transporting of pipes from designated stock pile location /Designated godown both from outside & inside station pr emises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within s tation premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees,conc entric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in li ne instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compress ed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the wo rk (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance w ith the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for referenc e only and may vary. Payment shall be based on OD.\" |
| 305 | FOR PROCESS PIPING |
| 306 | 16\" OD x 0.312\" API 5L X65 |
| 307 | 10.75\" OD x 0.344\"/0.365\"/0.438\" API 5L X 52/60/65/70 |
| 308 | 8.625\" OD x 0.312\" API 5L X52 |
| 309 | 6.625\" OD x 0.28\"/0.312\" ASTM A333/ ASTM A106 Gr B |
| 310 | 4.50\" OD x Sch.80 ASTM A333/ ASTM A106 Gr B |
| 311 | 2.375\" OD x Sch.160 ASTM A333/ ASTM A106 Gr B |
| 312 | 1.315\" OD x Sch.160 ASTM A333/ ASTM A106 Gr B |
| 313 | 1.050\" OD x Sch.160 ASTM A333/ ASTM A106 Gr B |
| 314 | Under ground piping for Process piping (API 5L / ASTM A333 Gr6 / ASTM A106 Gr B): (with PU/3LPE Coating): Taking delivery of bare Pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparation, bending, threading, lining up and welding, excavating, trenching in all kind of soil to specific depths as indicated in drawings and installing pipes and all types of pipe fittings like flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, drain funnels, vent pipe and tapping for instrument such as pessure gauges, thermal relief valves, thermowells etc., underground at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc. and applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials,Equipment etc, holiday detection of the coating, cleaning of coated pipes by water flushing after cleaning by compresed air,hydrostatic testing of each section to the specified pressure, draining the water, tie-in, back filling, restoration of site final cleaning up and disposal of water and surpluses, providing all inputs such as labour, materials equipment and consumable necessary to perform the work (other than those specifically undertaken to be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated. Note: 1. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD. 2. Payment for external PU/ epoxy coating shall be done separately as per relevant SOR item. |
| 315 | 16\" OD x 0.312\" API 5L X65 |
| 316 | 10.75\" OD x 0.344\"/0.365\"/0.438\" API 5L X 52/60/65/70 |
| 317 | 8.625\" OD x 0.312\" API 5L X52 |
| 318 | 6.625\" OD x 0.28\"/0.312\" ASTM A106 Gr B |
| 319 | \"Installation of Valves:( Process Piping) Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the sa me to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filling for un der ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of under ground portions (if applicable) or flood coating and wrapping of under ground portions (if applicable) including all inputs, labour, materi al and consumable (other than those specifically undertaken to be supplied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer\"s installation instructions and specifications and instructions of the Site Engineer / EI C.\" |
| 320 | 8\" 600# F/F Swicng Check Valve |
| 321 | API 6D BALL VALVE -Lever / Gear Operated valve |
| 322 | 16\"x ANSI 150#, Fully-Welded, W/W, A/G, Gear Operated |
| 323 | 16\"x ANSI 150#, Bolted F/F, A/G, Gear Operated |
| 324 | 6\"x ANSI 150#, Fully-Welded, W/W, A/G, Gear Operated |
| 325 | 6\"x ANSI 150#, Bolted F/F, A/G, Gear Operated |
| 326 | 8\"x ANSI 600#, Fully-Welded, W/W, A/G, Gear Operated |
| 327 | 8\"x ANSI 600#, Bolted F/F, A/G, Gear Operated |
| 328 | 6\"x ANSI 600#, Bolted F/F, A/G, Gear Operated |
| 329 | 4\"x ANSI 600#, Bolted F/F, A/G, Gear Operated |
| 330 | 2\"x ANSI 600#, Bolted F/F, A/G, Gear Operated |
| 331 | BS 5351/ISO 17292 BALL VALVE/ BS 1873/ISO 15761 Globe Valve |
| 332 | 1\"x ANSI 800# HOV W/W BS 5351/ISO 17292 BALL VALVE |
| 333 | 3/4\"x ANSI 800# HOV W/W BS 5351/ISO 17292 BALL VALVE |
| 334 | 6\"x ANSI 150# F/F BS 1873/ISO 15761 GLOBE VALVE |
| 335 | 2\"x ANSI 150# F/F BS 1873/ISO 15761 GLOBE VALVE |
| 336 | 2\"x ANSI 600# F/F BS 1873/ISO 15761 GLOBE VALVE |
| 337 | \"Radiographic Inspection: Inspection of welding by Digital Radiography (CR) or by conventional film radiographic method on all types of piping including proce ssing of images/ films and interpreting the results of weld quality and reporting the same to the Site Engineer together with recomm endations as to the acceptability or otherwise of the welds, submitting the finished radiographic films as may be approved or direct ed by Engineer-in-Charge inclusive of supply of all pesonnel, labour, materials, equipment, consumable, inputs, etc. and providing a ll services complete in all respects as envisaged in the contract documents. Note: i) Payment will be on the basis of number of weld s of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document. ii) Radiography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respec tive size. iii) For set-on type branch welding, the rate for radiography will be as applicable to the branch pipe size. iv) Repeat r adiography of individual welds due to defective films or repair of welds shall be done at contractor\"s cost. v) In case where radiog raphy is not possible, verification by utrasonic testing shall be done at contractors cost., vi) Magenetic particle inspection as an d where required shall be done at Contractors cost. vii) In case of conventional film radiography, all films shall be digitised and submitted to EIC/ Site Engineer in USB drives. viii) In case of Digital/ Computed Radiography, native files along with image/ pdf fi les shall be submitted to EIC/ Site Engineer in USB drives.\" |
| 338 | 16\" NB Pipe Joints |
| 339 | 12\" NB Pipe Joints |
| 340 | 10\" NB Pipe Joints |
| 341 | 8\" NB Pipe Joints |
| 342 | 6\" NB Pipe Joints |
| 343 | 4\" NB Pipe Joints |
| 344 | 2\" NB Pipe Joints |
| 345 | 1\" NB Pipe Joints |
| 346 | 3/4\" NB Pipe Joints |
| 347 | \"Double Cut Joint Hook-up: Cutting (Hot/ Cold cutting) of portion of existing piping upto and including a length of 500 mm, trimming, grinding, bevelling the e dges, adding spool piece of required length / tee and the corresponding pipe size, thickness, adjoining and welding both the ends in cluding supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the work in al l respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water and its disposal.\" |
| 348 | 12.75\" OD |
| 349 | 10.75\" OD |
| 350 | 6.625\" OD |
| 351 | \"Dismantling of Piping (Aboveground): Dismantling of existing over ground piping works of all types and sizes by opening flange joints or by gas cutting/ cold cutting or any other approved suitable means without damaging other portions of work. The job includes evacuation of the contents of the piping , cutting the pipes to required sizes as directed, taking out valves, flanges, tees, bends, gaskets nuts, bolts etc. attached suppor ts alongwith any instruments such as pressure gauge, temperature gauge etc. handling, transporting and storing at owner\"s designated store in safe manner to avoid damage including supply of all labour, materials, equipments, consumables etc. necessary to perform a nd complete the work in all respects as per drawings, instructions of the Site Engineer / EIC (payment shall be made on linear measu rement of dismantled piping including bends tees etc.). Note : The contractor shall indicate the piping system to be dismantled and shall take specific approval from the Site engineer before dismantling of pipe. Certain redundant pipes which in the opinion of the Owner need not be retrieived, those items shall not be dismantelled.\" |
| 352 | \"Dismantling of Piping (Underground): Dismantling the existing under ground piping, locating, retrieving including excavating the proper trenches by cutting the pipes wit hout damaging other portions of work. The job includes evacuation of the contents of the piping, cutting the pipes to required sizes as directed, taking out valves, flanges, tees, bends, gaskets, nuts, bolts etc., handling, transporting and storing at owner\"s desi gnated store in safe manner to avoid damage including supply of all labour, materials, equipment consumables etc. necessary to perfo rm and complete the work in all respects as per drawing, instructions of the Site Engineer / EIC. (Payment shall be made on the line ar measurement of dismantled piping including bend, tees, reducers etc.). Note : The contractor shall indicate the piping system to be dismantled and shall take specific approval from the Site engineer before dismantling of pipe.Certain redundant pipes which in th e opinion of the Owner need not be retrieived, those items shall not be dismantled.\" |
| 353 | \"Development of As Built Drawings, Data Sheets etc.: Development of as built drawings, data sheets, system details covering all additional facilities incorporated under this project in the station and furnishing them as reference document. Additionally, electronic copy of the documents shall also be furnished in USB drives to EIC/ Site Engineer\" |
| 354 | Providing services assistance during pre-commissioning and commissioning of entire station piping at GAIL GGS including supply of re quired amount of nitrogen gas at required pressure, tools and tackles, cranes, skilled and semi-skilled manpower, consumables, etc a s per instruction of Engineer-In-charge |
| 355 | Providing services assistance during pre-commissioning and commissioning of entire station piping at IP-103 Trichy including supply of required amount of nitrogen gas at required pressure, tools and tackles, cranes, skilled and semi-skilled manpower, consumables, etc as per instruction of Engineer-In-charge |
| 356 | Mech Composite |
| 357 | \"PU /liquid epoxy Coating of under ground piping: Cleaning exposed steel surfaces of piping, equipment and valves etc. by abrasive blasting or with power wire brush (wherever sand bl ast cleaning is not possible) free of dust, grease, mill scales etc. and applying single layer polyurethane coating(PU) using 100% s olvent free elastomeric plyurethane/ liquid epoxy, with approved materials, labour, equipment etc. and completing the job in all res pects as per specification and instructions of the Site Engineer / EIC.\" |
| 358 | \"External Painting of Piping/ Equipment Surface preparation of piping, equipment and valves etc. by abrasive blast cleaning or with power wire brush (wherever blast cleanin g is not possible) confirming to SA 2.5, making the surface free of dust, grease, mill scales etc., application of 1 coat x 50-75 mi crons DFT of Inorganic Zinc Ethyl Slicate Primer, followed by application of sealer coat of 30 micron DFT and intermediate coat of 1 50 micron DFT with surface tolerant epoxy mastic paint and 2 coats x 50 micron each DFT of Isocynate Aliphatic Poly Urethene (PU) by airless spray, with approved materials, paints, tools, tackles, consulambles, non-consumables, labour, equipment etc. to complete t he job in all respects as per specification and instructions of the Site Engineer / EIC. The total DFT shall be minimum 330 microns. \" |
| 359 | \"Copper Strips/ Flats for Jumpers for Flanged Joints of the Product Process Piping: Supply and Installation of one copper jumper pe r flanged joint across the flanged joints for valves, spool piece, branch offs etc., of product process piping, The job includes cu tting drilling of holes of required size in the copper strips/ flats for bolting purpose and complete the works in all respects as p er specifications & drawings and instructions of Site Engineer/ EIC. Note:- Copper jumpers shall be installed in all the flanged jo ints of Product Process piping only and not in fire water lines.; Up to 30 mm wide x 3 mm thick Copper strip \" |
| 360 | Hot-tapping works with double double stopple in 8\" 600# mainline with temporary bypass line (At SV-907): Mobilization of Equipments, Hot Tapping, stopple machine, sandwich valves, welding machine& consumables, cutter housing, stopple housing, stopple head, stopple cutter, pilot drill, cutter holder, Lock O-Ring plus plugs, LOR plus plug holder, required skilled, semiskilled, unskilled manpower, includung Supply and Delivery of hot tap & Line stopple fittings, Line Stopple Plug with scarfed nipple / Lock O-Ring plus plugs, Hot Tap bypass fitting, Hot Tap Plug with Scarfed Nipple/Lock O-Ring, Buna N Sealing Elements, pressure equalization fittings, Lock O-Ring plus plugs, Sealing elements, guide bar, Blind Flanges, other tools, fixtures of required pressure rating for 4 nos. hot tap, all accessories, gaskets, fasteners etc. required to complete the job, inline with enclosed Drawing, cleaning and removal of the coating if required, Installation of the cutter housing, carrying out Hot tapping, fabrication and creation of temporary housing to housing bypass line of same size or one size lower pipe along with sandwich isolating valve at each end, stoppling, welding, radiography of weld joint etc. providing all assistance for Hot tapping, N2 testing ,insertion of the stopple plug and blocking flow in the pipeline section, Fabrication and laying of bypass line, installation of gas bags, installation of LOR plus plug, testing, air bleeding and filling the section with product, Clearing the area, machines, tools & tackles etc., completing the work in all respect with all materials, consumables, tools, tackles, labour etc. to restore normal operation in line with specification of hot tapping given including all material complete under close supervision and as per the direction of the Site-Engineer / Engineer-in-charge. The rates are inclusive of all manpower, equipent, tools & tackles, consumable etc required to complete the job as per scope of work. The rates are exclusive of cold cutting of mainline & hookup work work.\" |
| 361 | \"Hot tapping at IP-103 Trichy: Carrying out Hot Tapping Operation without stoppling in 24 Inch 600# Natural Gas pipeline for providi ng 8 Inch branch connection including Supply and Fabrication of Split Tee, Welding of split tee at site, all NDT examinations, N2 te sting at 1.1 times line pressure as per approved QAP, mobilization & demobilization charges for hot tapping with all accessories, Sk illed Technicians, expert & Manpower and all other facilities required for completion of job to the entire satisfaction of Engineer- In-Charge. Isolation Valve to be used as sandwich valve is in the scope of IOCL. The rates are inclusive of all manpower, equipment , tools & tackles, consumable etc required to complete the job as per scope of work. The rates are exclusive of civil work & valve e rection work. \" |
| 362 | CPSUPPLY WORKS |
| 363 | Supply of Solid State Diode Decoupling Device (min 5 kA @ 30 cycles) of approved make including required length of cable as per spec ificationsSolid State Decoupling Device |
| 364 | Supply of Zn Grounding cells (with prepackaged backfill material) including required length of cable (minimum 10 m) of approved make & as per specification in accordance with latest revision of drawing no. 9200-99900-404-611-01 (STD-570-01)Grounding Cells |
| 365 | Supply of Surge Arrestors of approved make including required length of cable & as per specifications for protection of insulating c ouplingsSpark Gap Surge Arrestor for above ground and under ground suitable for 100 kA lightening Impulse Current (10/350 micro s), rated spark over voltage <= 1.25 kV in flameproof weatherproof enclosure Ex d IIC, IP 66 with connecting cable (EXFS 100 KU of Dehn or eq.) |
| 366 | Supply of Cathodic Protection unit of approved make, complete in all respects as given in the specification with all its accessories to ensure trouble free operationAutomatic type Cathodic Protection Transformer Rectifier (CPTR) unit with 230 V AC input and 50 V,5 0 A DC output rating with SCADA linkage facility as per specifications |
| 367 | Supply of Cathodic Protection unit of approved make, complete in all respects as given in the specification with all its accessories to ensure trouble free operationManual type Cathodic Protection Transformer Rectifier (CPTR) unit with 230 V AC input & 50 V, 75 A DC output rating as per specifications |
| 368 | Supply of junction box of approved make as per specification detailed in the tender document complete with all connecting terminal & shunts, other fittings, DC bus, MS plate box, bakelite terminal board, cable termination bolts, painting etc.Flameproof & weatherpr oof Anode Junction Box of approved make |
| 369 | Supply of junction box of approved make as per specification detailed in the tender document complete with all connecting terminal & shunts, other fittings, DC bus, MS plate box, bakelite terminal board, cable termination bolts, painting etc.Supply of Flameproof & weatherproof CJB with accessories for distribution of current among pipelines as per technical specification. |
| 370 | Supply of XLPE insulated , PVC sheathed cable, 1100 V grade conforming to IS: 7098 (P-1) as per specifications and approved makeCopp er Cable size 1cx50 sq. mm Armoured |
| 371 | Supply of XLPE insulated , PVC sheathed cable, 1100 V grade conforming to IS: 7098 (P-1) as per specifications and approved makeCopp er Cable size 1cx35 sq. mm Armoured |
| 372 | Supply of XLPE insulated , PVC sheathed cable, 1100 V grade conforming to IS: 7098 (P-1) as per specifications and approved makeCopp er Cable size 2cx6 sq.mm Armoured |
| 373 | Supply of XLPE insulated , PVC sheathed cable, 1100 V grade conforming to IS: 7098 (P-1) as per specifications and approved makeCopp er Cable Kynar/HMWPE size 1cx10 sq.mm Unarmoured for distributed anodes of station CP system |
| 374 | Permanent Half CellSupply of Cu- Cuso4 Permanent Half cell with minimum 10 m length of tail cable, as per specifications of approved make |
| 375 | CPSERVICE WORKS |
| 376 | Solid State Decoupling DeviceInstallation of solid state decoupling device as per specifications including terminating the cables in the TLP box with cable lugs, sealing material, laying of cable, testing & commissioning of Zinc anodes etc. all complete with requi red material, excavation, backfilling etc. as per specification and directions of Site Engineer/ Engineer-in-Charge. |
| 377 | Gounding CellInstallation of grounding cells including terminating the cables in the TLP box with cable lugs, sealing material, layi ng of cable, testing & commissioning of grounding cell etc. all complete with required material, excavation, backfilling etc. as per specification and directions of Site Engineer / Engineer-in-Charge. |
| 378 | Surge Diverter/Spark Gap Surge ArrestorInstallation of surge arrestors including terminating the cables, testing & commissioning of surge arrestors etc. all complete with required material as per specification and directions of Site Engineer / Engineer-in-Charge. |
| 379 | Permanent half cellInstallation of Permanent half cells including connecting the cable in the TLP etc. with cable lugs, sealing mate rial, laying of cable, testing & commissioning of cell etc. all complete with required material, excavation, backfilling etc. as per specifications, recommendation of cell supplier and directions of Site Engineer / Engineer-in-Charge. |
| 380 | Coating Resistance SurveyConducting \" Coating-Resistance Survey\" for calculation of specific coating resistance of the pipeline in o hms.sq.m. along the entire pipeline and submitting the report in hard as well as soft copy as per Specification / approved procedure and directions of Site Engineer / Engineer-in-Charge. |
| 381 | Close Interval ON/OFF Potential logging surveyConducting Close Interval Potential Logging Survey at an interval of 1 m over the buri ed line in the right of way including the cost of all competent manpower, transportation and camping facilities etc. to their employ ees, materials, test instruments, equipments, consumables etc., required for the survey as per the standard specifications, and appr oved procedures identification of areas/locations where coating repair is required alongwith suggestion for remedial measures etc. i ncluding the submission of draft reports in 2 sets and incorporation of owner\"s comments in the draft report and final reports in 3 sets including one soft copy containing the survey results in the graphical as well as tabular forms computerised colour print and c omplete in all respects and directions of Site Engineer / Engineer-in-Charge.: Close Interval ON/OFF Potential logging survey |
| 382 | Close Interval Natural Potential Logging SurveyConducting Close Interval Potential Logging Survey at an interval of 1 m over the bur ied line in the right of way including the cost of all competent manpower, transportation and camping facilities etc. to their emplo yees, materials, test instruments, equipments, consumables etc., required for the survey as per the standard specifications, and app roved procedures identification of areas/locations where coating repair is required alongwith suggestion for remedial measures etc. including the submission of draft reports in 2 sets and incorporation of owner\"s comments in the draft report and final reports in 3 sets including one soft copy containing the survey results in the graphical as well as tabular forms computerised colour print and complete in all respects and directions of Site Engineer / Engineer-in-Charge.: Close Interval Natural Potential Logging Survey |
| 383 | Direct Current Voltage Gradient SurveyConducting Direct Current Voltage Gradient Survey over the buried line, logging all measuremen ts, to identify / pin point the coating defects on pipeline including the cost of all competent manpower, transportation and camping facilities etc. to their employees, materials, test instruments, equipments, consumables etc., required for the survey as per the s tandard specifications and approved procedures, identification of areas/locations where coating repair is required alongwith suggest ion for remedial measures etc. including the submission of draft reports in 2 sets and incorporation of owner\"s comments in the draf t report and final reports in 3 sets including one soft copy containing the survey results in the graphical as well as tabular forms computerised colour print and complete in all respects as per directions of Site Engineer / Engineer-in-Charge. Note : The item inc ludes establishing the coating defect at specified locations by excavation in coordination with mainline contractor, who will arrang e to repair the defects. |
| 384 | Soil Resitivity SurveyConducting \"Soil Resistivity Survey\" at anode bed location after ascertaining its suitablity with respect to t he existing system , for installation of Anode Bed (deep / shallow / distributed), as per the specification, approved procedures and instructions of Site Engineer / Engineer-in-Charge. |
| 385 | Mutual Interference SurveyConducting Mututal Interference Survey among the new and existing pipelines / facilities /foreign pipeline by taking PSP survey of all the pipelines as per approved procedure to determine level of interference at different places along th e pipeline and at point of crossing in common ROW including identifying points and providing the data/ record in graphical form and carrying out all necessary work for mitigating the interference observed among the pipelines , including retesting the same to ensur e efficacy of the remedial measures undertaken.The contractor shall submit a full final report with detailed PSP readings at all TLP s along with graphs in 3 sets.The item should be complete in all respect including survey, work for mitigating the interference and post mitigating survey as per specifications/directions of site engineer / Engineer-in-Charge. |
| 386 | Cathodic Protection Units : Erection, testing and commissioning of cathodic protection units (CPTR/CPPSM); including supply and inst allation of all facilities, materials etc., including fuses, all supporting structures, laying and connecting the 1100 V Grade power cable (2 runs of 1Cx25 sqmm Cu. conductor XLPE insulated Armoured Cable) from DCDB to CPPSM unit / laying and connecting the 1100 V Grade power cable (owner provided 1 run of 3Cx10 sqmm Al. conductor XLPE insulated Armoured Cable) from ACDB to CPTR unit or both a s required, providing earthing arrangement. The work includes furnishing the test results by conducting all the NO LOAD and ON LOAD tests on the CP units and adjusting settings as required and testing the pipeline section for full cathodic protection for entire st retch. The job complete in all respect shall include cost of all labour, tools as per specifications and directions of the Site Engi neer / Engineer-in-Charge.230 V AC operated auto type Cathodic Protection Transformer Rectifier (CPTR) unit of rating 50 V 50 A DC w ith SCADA linking faciliy |
| 387 | Cathodic Protection Units : Erection, testing and commissioning of cathodic protection units (CPTR/CPPSM); including supply and inst allation of all facilities, materials etc., including fuses, all supporting structures, laying and connecting the 1100 V Grade power cable (2 runs of 1Cx25 sqmm Cu. conductor XLPE insulated Armoured Cable) from DCDB to CPPSM unit / laying and connecting the 1100 V Grade power cable (owner provided 1 run of 3Cx10 sqmm Al. conductor XLPE insulated Armoured Cable) from ACDB to CPTR unit or both a s required, providing earthing arrangement. The work includes furnishing the test results by conducting all the NO LOAD and ON LOAD tests on the CP units and adjusting settings as required and testing the pipeline section for full cathodic protection for entire st retch. The job complete in all respect shall include cost of all labour, tools as per specifications and directions of the Site Engi neer / Engineer-in-Charge.Manual type Cathodic Protection Transformer Rectifier (CPTR) unit with 230 V AC input & 50 V, 75 A DC outp ut rating as per specifications |
| 388 | CJB / AJBInstallation of CJB / AJB as per technical specifications. |
| 389 | CP ReadingsMeasuring, recording and submitting the cathodic protection readings along the entire pipeline by repeated adjustments of the settings of the CPTR/CPPSM units etc as per specifications for achieving full/maximum protection of all the stretches as per th e criteria of protection mentioned in the specifications. Measuring the relevant readings at the cathodic protection stations and \"p ipe to soil potential\" readings at all the test lead locations along the pipeline including the CP station parameters like current(A C/DC), voltage(AC/DC),circuit resistance,battery voltage/current etc.,preparing and submitting pipe to soil potential profile, graph s and other data pertaining to the cathodic protection of the pipeline,job complete in all respects as per specification and instruc tions of Site Engineer / Engineer-in-Charge, including cost of all labour, instruments and services rendered. |
| 390 | Commissioning of Mainline CP systemFinal Commisioning of CP system Final Commissioning of the impressed current cathodic protection system for the mainline for achieving full protection as per protection criteria as mentioned in the specifictions through repeated adjustments of the CP units after installation of galvanic anodes for hot spot protection and mitigation of AC/ DC interference, if any and submission of the resultant data to the owner and testing, measuring, recording and submitting all these data once again aft er the lapse of a period as per specifications / directions of the Site engineer / Engineer-in-Charge, including the cost of all lab our tools and materials as required, complete in all respect. |
| 391 | Station CP readings and commissioning of station CP systemMeasuring, recording and submitting the cathodic protection readings for t he station piping by repeated adjustments of the settings of the TRUs etc for achieving full/ maximum protection as per the criteria and priority of protection as mentioned in the specifications ., measuring the relevant readings and \"pipe to soil potential\" readi ngs at all the test lead locations in the station including the CP station parameters like current(AC/DC), voltage(AC/DC) , circuit resistance etc. , preparing and submitting pipe to soil potential profile, graphs and other data pertaining to the cathodic protecti on of the station CP system for all the station CP Systems installed as per respective item, job complete in all respects as per spe cification and instructions of Site Engineer / Engineer-in-Charge, including cost of all labour, instruments and services rendered. |
| 392 | Pipe to Soil potential ReadingsPipe to Soil potential Readings : Measurement, recording and submission of Pipe to Soil Potential rea dings by connecting / disconnecting the Mg anodes (for achieving optimal protection through TLPs) along the entire pipeline and at s tations, including preparing and submiting relative PSP profile and other relevant data pertaining to the cathodic protection of the pipeline, including cost of all labour, instruments and services rendered. The readings shall be furnished as per the specification s and as per the directions of the Site Engineer/Engineer-in-Charge |
| 393 | Cable Laying - Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cabl e racks, in trays, in protective pipes, poles, columns, in conduits, in panels and on structures etc.; including the supply and inst allation of all required materials such as fixing clamps, screws, cable straps, tags, etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all la bour, tools, consumable materials, etc. and cutting the cables in required lengths as per drawings, specification and directions o f Site Engineer / Engineer-in-Charge: Power cables LT : OD upto 20 mm |
| 394 | CP COMPOSITE WORKS |
| 395 | Zinc AnodeZinc Anode for Hot spot protection : Supply, Installation , testing and commisioning of Zinc anode (minimum 10 Kg each) in cluding its tail cable of size of 1c x 25 sq.mm. XLPE/ PVC insulated stranded copper cable of total length 10 meter including PVC ca p, special back-fill material ( filled in cotton sack) with sealing compound complete in all respect including its excavations, back filling etc. as per specifications and drawings. The work complete in all respect shall include supply of all labour , tools etc. a nd shall be carried out as per the directions of the Site Engineer / Engineer-in-Charge and as per AFC drawings. |
| 396 | Mainline CP & Station CP : Anode bed deep well typeSupply & installation of Anode bed ( deep well type with MMO anodes) as per the a pproved configuration for Impressed Current Cathodic Protection system including supply, laying & termination of all anodes, anode t ail cable (XLPE insulated copper conductor) suitable with length for connecting upto Anode junction box without any joints in betwee n including laying of PVC sleeve / trunk pipe, casing pipe , centralizers, vent pipe & drawing all the lead wires through the pipe a nd connecting the same with Anode bus in Anode junction box including erection and providing foundation of Anode Junction Box as per specifications inlcuding supply, excavation, backfill of earth etc. as per specification & also compacting the same with soil for r estoring it to normal finished ground level all complete with all labour & material as per instruction of Site Engineer / Engineer-i n-Charge, Specifications and approved drawings. Note : Each Anode bed means anode bed at each location irrespective of number of ano de strings required. |
| 397 | Station : Distributed type shallowSupply & installation of MMO type anodes as per the approved configuration for \"Impressed Current Cathodic Protection\" system of station piping / structures including all anodes, laying & termination of all anode tail cable (XLPE insulated copper conductor) suitable with length for connecting upto Anode junction box without any joints in between including supp ly and laying of PVC sleeve / trunk pipe & drawing all the lead wires through the pipe and connecting the same with Anode bus in Ano de junction box including erection, providing foundations of Anode Junction Boxes & Cathode Junction Boxes, providing chain link fen cing around Anode junction Box wherever required, as per specifications including supply of back fill material, excavation, backfill of earth and filling the sand with requisite back fill material as per specification & also compacting the same with soil for resto ring it to normal finished ground level all complete with all labour and material as per instruction of Site Engineer / Engineer-in- Charge, Specifications and approved drawings. Note : Supply of anode tail cable for distributed anodes for station CP are covered el sewhere in SOR |
| 398 | Cable markerCable Marker Supply, erection and installation of MS cable markers; including excavation,installation of the markers,cem ent concrete grouting, back-filling etc. required as per drawings, specifications and directions of the Site Engineer,including the cost of all materials, labour,tools etc. complete in all respects as per the directions of Site Engineer / Engineer-in-Charge. |
| 399 | Magnesium AnodeMagnesium Anode : Supply, Installation , testing and commisioning of Magnesium anode (minimum 5 Kg each) including it s tail cable of size of 1c x 10 sq.mm. XLPE/ PVC insulated stranded copper cable of total length 10 meter including PVC cap, special back-fill material ( filled in cotton sack) with sealing compound complete in all respect including its excavations, back filling e tc. as per specifications and drawings. The work complete in all respect shall include supply of all labour , tools etc. and shall b e carried out as per the directions of the EIC/ Site Engineer and as per AFC drawings. |
| 400 | Test Lead Point : Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricated MS Sheet with hinged front door, Heavy Guage MS pipe 100 mm nominal diameter, Phenolic laminated terminal plate, brass terminal bolts, neoprene gasket for front doo r, vandal proof concealed lock, etc as per latest revision of Standard AFC drawing (9200-99900-404-603-00 : STD-483). The work inclu des providing requisite concrete foundation of 600 mm x 600 mm x 800 mm at site, including MS hard pipe for cable entry through foun dation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazing technique), repairing the damage to coat & wrap (with coating repair etc.), back fil ling the trenches, cleaning the site, applying epoxy paint / powder coating etc. The work also includes supply, installation, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes supply and f ixing 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 the TLP box, etc. The name plate shall also include the details of corrosion coupon wherever insta lled, all as per the direction and specification detailed in the document complete with tools, tackles & other necessary requirement . The work complete in all respects including all materials, tools, tackles, labour as per tender specifications, AFC drawings & dir ections of the Site Engineer/Engineer-In-Charge.Type A (With Ingress Protection IP:55) |
| 401 | Test Lead Point : Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricated MS Sheet with hinged front door, Heavy Guage MS pipe 100 mm nominal diameter, Phenolic laminated terminal plate, brass terminal bolts, neoprene gasket for front doo r, vandal proof concealed lock, etc as per latest revision of Standard AFC drawing (9200-99900-404-603-00 : STD-483). The work inclu des providing requisite concrete foundation of 600 mm x 600 mm x 800 mm at site, including MS hard pipe for cable entry through foun dation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazing technique), repairing the damage to coat & wrap (with coating repair etc.), back fil ling the trenches, cleaning the site, applying epoxy paint / powder coating etc. The work also includes supply, installation, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes supply and f ixing 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 the TLP box, etc. The name plate shall also include the details of corrosion coupon wherever insta lled, all as per the direction and specification detailed in the document complete with tools, tackles & other necessary requirement . The work complete in all respects including all materials, tools, tackles, labour as per tender specifications, AFC drawings & dir ections of the Site Engineer/Engineer-In-Charge.TLP type \"A\" , flame proof & weather proof as per specifications and drawing (With i nbuilt provision of Voltmeter & pushbutton for PSP Measurment) |
| 402 | Test Lead Point : Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricated MS Sheet with hinged front door, Heavy Guage MS pipe 100 mm nominal diameter, Phenolic laminated terminal plate, brass terminal bolts, neoprene gasket for front doo r, vandal proof concealed lock, etc as per latest revision of Standard AFC drawing (9200-99900-404-603-00 : STD-483). The work inclu des providing requisite concrete foundation of 600 mm x 600 mm x 800 mm at site, including MS hard pipe for cable entry through foun dation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazing technique), repairing the damage to coat & wrap (with coating repair etc.), back fil ling the trenches, cleaning the site, applying epoxy paint / powder coating etc. The work also includes supply, installation, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes supply and f ixing 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 the TLP box, etc. The name plate shall also include the details of corrosion coupon wherever insta lled, all as per the direction and specification detailed in the document complete with tools, tackles & other necessary requirement . The work complete in all respects including all materials, tools, tackles, labour as per tender specifications, AFC drawings & dir ections of the Site Engineer/Engineer-In-Charge.Type B (With Ingress Protection IP:55) |
| 403 | Test Lead Point : Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricated MS Sheet with hinged front door, Heavy Guage MS pipe 100 mm nominal diameter, Phenolic laminated terminal plate, brass terminal bolts, neoprene gasket for front doo r, vandal proof concealed lock, etc as per latest revision of Standard AFC drawing (9200-99900-404-603-00 : STD-483). The work inclu des providing requisite concrete foundation of 600 mm x 600 mm x 800 mm at site, including MS hard pipe for cable entry through foun dation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazing technique), repairing the damage to coat & wrap (with coating repair etc.), back fil ling the trenches, cleaning the site, applying epoxy paint / powder coating etc. The work also includes supply, installation, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes supply and f ixing 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 the TLP box, etc. The name plate shall also include the details of corrosion coupon wherever insta lled, all as per the direction and specification detailed in the document complete with tools, tackles & other necessary requirement . The work complete in all respects including all materials, tools, tackles, labour as per tender specifications, AFC drawings & dir ections of the Site Engineer/Engineer-In-Charge.Type B (Flameproof & Weatherproof as per specifications & drawing) (With inbuilt pro vision of Voltmeter & pushbutton for PSP Measurment) |
| 404 | Test Lead Point : Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricated MS Sheet with hinged front door, Heavy Guage MS pipe 100 mm nominal diameter, Phenolic laminated terminal plate, brass terminal bolts, neoprene gasket for front doo r, vandal proof concealed lock, etc as per latest revision of Standard AFC drawing (9200-99900-404-603-00 : STD-483). The work inclu des providing requisite concrete foundation of 600 mm x 600 mm x 800 mm at site, including MS hard pipe for cable entry through foun dation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazing technique), repairing the damage to coat & wrap (with coating repair etc.), back fil ling the trenches, cleaning the site, applying epoxy paint / powder coating etc. The work also includes supply, installation, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes supply and f ixing 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 the TLP box, etc. The name plate shall also include the details of corrosion coupon wherever insta lled, all as per the direction and specification detailed in the document complete with tools, tackles & other necessary requirement . The work complete in all respects including all materials, tools, tackles, labour as per tender specifications, AFC drawings & dir ections of the Site Engineer/Engineer-In-Charge.Type C (With Ingress Protection IP:55) |
| 405 | Test Lead Point : Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricated MS Sheet with hinged front door, Heavy Guage MS pipe 100 mm nominal diameter, Phenolic laminated terminal plate, brass terminal bolts, neoprene gasket for front doo r, vandal proof concealed lock, etc as per latest revision of Standard AFC drawing (9200-99900-404-603-00 : STD-483). The work inclu des providing requisite concrete foundation of 600 mm x 600 mm x 800 mm at site, including MS hard pipe for cable entry through foun dation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazing technique), repairing the damage to coat & wrap (with coating repair etc.), back fil ling the trenches, cleaning the site, applying epoxy paint / powder coating etc. The work also includes supply, installation, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes supply and f ixing 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 the TLP box, etc. The name plate shall also include the details of corrosion coupon wherever insta lled, all as per the direction and specification detailed in the document complete with tools, tackles & other necessary requirement . The work complete in all respects including all materials, tools, tackles, labour as per tender specifications, AFC drawings & dir ections of the Site Engineer/Engineer-In-Charge.Flameproof Type E (With Ingress Protection IP:55) as per specification |
| 406 | Corrosion CouponSupply and Installation of prefabricated CS corrosion coupon with 1 sq. cm bare metal with 2 numbers 4 sq. mm lead o f minimum 10 m long lead in a sdistance of 0.5 m from the pipeline inclusive of cable & terminating the cable in the TLP terminal. T he corrosion couponf are to be installed with specified test lead points for which prior apporval to be obtained from owner. The ite m also incluseds supply, installation, laying & termination of all CU cables of required length (as per site condition) and size as mentioned in the standard drawing, toggle switch, cable glands and lugs etc. , complete in all respect as per the direction and spec ification detailed in the documetn complete with all tools , takles & other necessary requirement for preparation of the coupon . Th e work complete in all respect shall include supply of all the labours, tols etc. compete as per the direction of site engineer/engi neer in charge. |
| 407 | CSW SUPPLY WORKS |
| 408 | Flareweld Access Fitting Assembly |
| 409 | Hollow Plug Assembly |
| 410 | Heavy Duty Protective Cover |
| 411 | Primary Packing for Hollow Plug Assembly |
| 412 | ER Probe Extension Adapter |
| 413 | Retrievable flush ER probe |
| 414 | Transmitter (intrinsically safe) as per specification including 5 m suitable cable for connection with ER probe. |
| 415 | Receiver with Safety Barrier & 3 digit LED display suitable for interfacing with SCADA as per specification. |
| 416 | Retriever kit |
| 417 | Service Valve Kit |
| 418 | CSW SERVICE WORKS |
| 419 | Installation of corrosion monitoring probes including 2\" Flareweld on station piping at desired location and 12 O\"Clock |
| 420 | Instrumentation Supply |
| 421 | 4C x 1.5 Sq. mm Control Cable |
| 422 | 12C x 1.5 Sq. Control Cable |
| 423 | 40C x 1.5 Sq. Control Cable |
| 424 | 2P x 1.5 Sq. mm Signal Cable |
| 425 | 5P x 1.5 Sq. mm Signal Cable |
| 426 | 1T x 1.5 Sq. mm Signal Cable |
| 427 | 8 T x 1.5 Sq. mm Signal Cable |
| 428 | Scrapper Detector, 8 IN, 600 # Series |
| 429 | Jacking Bracket for 600# & 900#.[ SAP Code 8195999153/8195996743] |
| 430 | Pressure Transmitters with Cable glands Range max (0 to 100kg/cm2); Smart type; accuracy 0.075% or better Installation: 2\" Pipe Moun ted |
| 431 | Temperature Transmitter with duplex RTD, Thermowell & Cable glands, Range max (0 to 100 0C ) Smart type; accuracy 0.1% or better Ins tallation: Transmitter 2\" pipe mounted; RTD in thermowell on process pipe above ground installation. |
| 432 | Temperature Transmitter with surface mounted duplex RTD, Weld pad and dual sensors & Cable glands, Range max (0 to 100 0C); Smart ty pe; accuracy 0.1% or better Installation: Transmitter 2\" pipe mounted ; RTD in weldpad welded to process pipe surface for below grou nd installation. |
| 433 | Supply of Pressure Indicators (PI) of the range 0 to 100 Kg / Cm2 as per the technical specifications attached in the Tender. |
| 434 | Supply of Pressure Indicators (PI) of the range 0 to 10 Kg / Cm2 as per the technical specifications attached in the Tender. |
| 435 | FLP/ WP Junction Box, Type C. (Nos. of terminals: 60 Nos.; Bottom entry: 1 No. - 1 1/4\" & 1 No.- 1\"; Left side entry: 1 No. - 1\" & 3 Nos.- 1/2\"; Right side entry: 2 No. - 1\" & 2 Nos.- 1/2\") along with FLP cable glands & FLP plugs for all the cable entries of the J unction as per technical specifications. |
| 436 | FLP/ WP Junction Box, Type C. (Nos. of terminals: 60 Nos.; Bottom entry: 1 No. - 1 1/4\" & 1 No.- 1\"; Left side entry: 1 No. - 1\" & 3 Nos.- 1/2\"; Right side entry: 2 No. - 1\" & 2 Nos.- 1/2\") along with FLP cable glands & FLP plugs for all the cable entries of the J unction as per technical specifications. |
| 437 | Cable Glands 1 1/4\" (5/4\") |
| 438 | Plugs 5/4\" |
| 439 | FLP/ WP Emergency Shut Down Push Button Switch (with 2 nos. cable entry provision of 1/2\" NPT) with steel hammer chained with main u nit. |
| 440 | Process Tube, Material: Stainless Steel [ SAP Code: 4215689022] |
| 441 | Fitting, Bushing, 25.4 MM X 12.7 MM NPT(F) [SAP code: 4323020064] |
| 442 | Male Connector, 12.7 MM MNPTX 12.7 MM OD [SAP Code: 7788049012] |
| 443 | Female Connector, 12.7 MM FNPT X 12.7 MM OD Tube, [SAP Code; 7788049022] |
| 444 | Female Connector, 12.7 MM FNPT X 12.7 MM OD Tube, [SAP Code; 7788049022] |
| 445 | Hex Nipple, 12.7 MM MNPT X 12.7 MM MNPT X 80 MM Long,[ SAP code: 4399999102] |
| 446 | Union Tee, 3X12.7 MM OD Tube [ SAP code: 8190326002] |
| 447 | Tube End Cap ( Sq Head), 12.7 MM OD Tube, [SAP Code: 8192999024/8192995702] |
| 448 | Supply and placing in position 5 mm thick steel checkered plates over cable ducts, valves, pits etc including keeping provision of h oles for lifting arrangement and providing lifting arrangement complete in all respect inclusive of cost of all labour, material, ca rriage etc as per specification & the direction of the engineer in-charge/site engineer |
| 449 | Instrumentation Service |
| 450 | Installation, testing and commissioning of Pressure Indicator (PI) of various ratings as per drawings, recoomendations of OEM and di rections of Engineer in-charge/ Site engineer |
| 451 | As built documentation for each station covering a) Control /signalling cable layout drawings, b) Cable trench details, c) Cable mar ker details, d) Earth grid layout, e) Field instrument termination details, f) Cable schedule, g) Junction box wiring details, h) Ea rth resistivity measurement data, i) Field panel termination details, j) Calibration data of all instruments tested as per scope., k ) OTDR Traces of the laid OFC as applicable for respective stations |
| 452 | CABLE TRENCH: Excavation in unpaved areas of earth in work sites for conventional cable trenches for a depth upto 1.5 metres includi ng shoring, strutting etc. (if necessary), backfilling the trench with excavated earth, as directed by Site Engineer, including all labour and materials complete as per drawings, specification and directions of Site Engineer. |
| 453 | WBM ROAD / CONCRETE BREAKING: WBM Road/concrete breaking for cable trenches including required shoring strutting etc., and repairing of the road/dyke to original condition and disposing off excess materials (within the work site) as per specifications and directio n of the Site Engineer, job complete in all respects including the cost of labour, tools, materials, load, lift hire charges of equi pments, if any. |
| 454 | Cables Laying-Cables having outer diameter upto 20mm |
| 455 | Cables Laying-Cables having outer diameter between 20 to 30 mm |
| 456 | Cables Laying-Cables having outer diameter above 30 mm |
| 457 | Instrumentation Composite |
| 458 | INSTALLATION & TESTING OF SCRAPPER DETECTOR: Installation, assistance in testing and commissioning of Scrapper Detector of various r atings aas per OEM recommandations, vendor drawings, directions of engineer in-charge/site engineer and other approved drawings. |
| 459 | INSTALLATION OF PT / PS: Installation, assistance in testing and commissioning of Pressure Transmitter (PT) / Pressure Switch (PS) o f various ratings as per the directions of Engineer in-charge/ Site engineer and drawings. |
| 460 | INSTALLATION OF TEMPERATURE TRANSMITTER WITH THERMOWELL: Installation and assistance in testing & commissioning of temperature eleme nts/temperature transmitter(TT) by making necessary holes on the pipes, welding the socket for thermowell on the pipe including supp ly of boss, silicon paste etc as per the directions of engineer in-charge/site engineer and drawings. |
| 461 | INSTALLATION OF SUB SOIL TEMPERATURE TRANSMITTER: Installation and assistance in testing & commissioning of Sub Soil temperature ele ments/temperature transmitter(TT) as per the directions of engineer in-charge/site engineer and drawings. |
| 462 | INSTALLATION OF JUNCTION BOX/ PUSH BUTTON STATION - for MOV/ROSOV: Installation of non-flame proof junction box, explosion proof / f lame proof junction boxes, Push button stations for MOV/ROSOV for marshalling of control cables, terminating the cables at field and control panel end, mounting the junction boxes/Push button station, connecting to earthing grid by supplying and installing all the required materials such as supporting structure, canopy, cable gland hood, cement concrete, painting, GI wire etc. (excluding suppl y of the Junction Boxes/Push button station) in all respects complete as per specifications, drawings and direction of site Engineer including supply of suitable size non-flame proof cable glands at Control Panel end and the cost of labour,tools, materials, glandi ng, ferruling etc. complete in all respects. |
| 463 | INSTALLATION OF EMERGENCY SHUTDOWN SWITCH: Installation and testing of emergency shut - down (ESD) Push button. This includes mounti ng of termination box as per the drawings, specification and instruction of Engineer in-charge/ Site engineer, replacement of broken glass covers and painting it in red colour. |
| 464 | \"INSTRUMENTATION JOBS FOR GOVs Carrying out the instrumentation and control system jobs on the already erected actuator assembly of Gas operated valves (GOVs), ins tallation of GOV instrumentation tubings, fittings etc.(excluding the supply of tubings & fittings) & necessary cable connection a t field and control panel end (excluding the supply of cables) calibrating the control components, adjusting the limit switches, te sting the whole assembly as per drawings specifications and direction of the engineer in-charge/site engineer complete in all respec t, including supply of suitable size non-flame-proof cable glands, ferruls, drilling/cutting of plate for fixing glands at Control P anel end and the cost of all labour, tools, glanding, ferruling, consumables etc.\" |
| 465 | \"INSTRUMENTATION JOBS FOR HOVs Carrying out the instrumentation and control system jobs on the already erected actuator assembly of Hydraulic operated valves (HOVs ) & necessary cable connection at field and control panel end (excluding the supply of cables) calibrating the control components, adjusting the limit switches, testing the whole assembly as per drawings specifications and direction of the engineer in-charge/site engineer complete in all respect, including supply of suitable size non-flame-proof cable glands, ferruls, drilling/cutting of plat e for fixing glands at Control Panel end and the cost of all labour, tools, glanding, ferruling, consumables etc.\" |
| 466 | INSTALLATION OF CONTROL PANEL/CONSOLE DESK/ UPS/ RIO/ RTU/ PLC/ ACDB - Taking delivery, shifting the panels to installaion site and erection, installation, testing of Control panels, mounted with all the instruments, power supply units, UPS & battery banks logic c ontrol systems , barriers, providing assistance to control system vendor for commissioning of control system including panels, contr ol/console desk etc. installation on already made foundations or fixing on walls, or steel structure or fixtures aligning, levelling , grouting, inter-wiring outgoing, incoming cable terminations as required, earthing, testing, complete in all respects as per drawi ngs, specifications and directions of the engineer in-charge/site engineer, including supply of suitable size non-flame proof cable glands for all incoming/outgoing cables and the cost of the materials, tools, labour, glanding, ferruling etc. complete in all respe cts.The indicated quantity is cumulative weight of panels. |
| 467 | STEEL STRUCTURAL WORKS - Supply, fabrication, erection and installation of steel/GI structural works of any type and shape such as c able racks, trays, push button, control posts, ladders, lugs, chain link, fencing, angles, joints, channels, plates, flats, bars etc as required as per specifications, drawings, directions of site engineer/engineer in-charge, inlcuding cost of all labour, material s, tools, consumables etc complete in all respects. Job is inclusuve of taking delivery from owner\"s go down and shifting to site wh erever required. |
| 468 | SAND SUPPLY & FILLING : Supplying and spreading of approved quality,fine, dry /river sand in cable trenches as per drawings, specifi - cations and directions of the Site Engineer, including the cost of all material, transport, load and lift charges, labour,tools et c. complete in all respects. |
| 469 | BRICK SOLING : Supply and laying of approved quality 75 mm thick second class brick flat soling with sand filling in the interstices , in cable trenches for protection; as per drawings, specification and direction of the Site Engineer including the cost of all bric k,sand and other materials,tools,labour, load and lift charges etc.complete in all respects. |
| 470 | MS CABLE MARKER Supply, erection and installation of MS cable markers, including excavation and installation of Markers, cement conc rete grouting, back filling etc. required as per drawing, specifications and directions of Site Engineer/ Engineer-in-charge includi ng cost of all labours, tools & tackles, materials etc. complete in all respects. |
| 471 | Supply, installation, testing of Earthing system consisting of 3 earth pits of perforated GI pipes earthing electrodes and copper pl ate terminal block including construction of chamber using cement concrete with earthing pit cover and frame, supply of charcoal, sa lt etc including supply of interconnecting cables / strips including necessary welding etc complete as drawings, specifications and directions of the site engineer, including cost of tools, materials etc complete in all respects as per drawing The job shall also i nclude testing of each earth pit and the entire earthing system on whole. Note: Earthing for field instruments shall be provided fro m Station earth grid covered in Electrical SOR.. |
| 472 | GI CONDUITS - Supply, erection and installation of cable conduits made up of GI pipes of medium class \"B\" subject to owner\"s approva l in trenches (already made) on walls, concrete structures etc.; including the supply and installation of all the necessary pipe fit tings such asbends, sockets, elbows, tees, etc. bending, threading, binding,clamping, providing spacers, plugs, packings, bushing et c. as required for laying of cables, in roads, station pipe crossings, building entry, cable rising up to the equipment etc. as per the drawings, specifications and directions of Site Engineer/ Engineer-in-charge, including the cost of all labour, tools & tackles, Materials etc. complete in all respects. GI Pipe 25 mm |
| 473 | GI CONDUITS - Supply, erection and installation of cable conduits made up of GI pipes of medium class \"B\" subject to owner\"s approva l in trenches (already made) on walls, concrete structures etc.; including the supply and installation of all the necessary pipe fit tings such asbends, sockets, elbows, tees, etc. bending, threading, binding,clamping, providing spacers, plugs, packings, bushing et c. as required for laying of cables, in roads, station pipe crossings, building entry, cable rising up to the equipment etc. as per the drawings, specifications and directions of Site Engineer/ Engineer-in-charge, including the cost of all labour, tools & tackles, Materials etc. complete in all respects. GI Pipe 37 mm |
| 474 | GI CONDUITS - Supply, erection and installation of cable conduits made up of GI pipes of medium class \"B\" subject to owner\"s approva l in trenches (already made) on walls, concrete structures etc.; including the supply and installation of all the necessary pipe fit tings such asbends, sockets, elbows, tees, etc. bending, threading, binding,clamping, providing spacers, plugs, packings, bushing et c. as required for laying of cables, in roads, station pipe crossings, building entry, cable rising up to the equipment etc. as per the drawings, specifications and directions of Site Engineer/ Engineer-in-charge, including the cost of all labour, tools & tackles, Materials etc. complete in all respects. GI Pipe 50 mm |
| 475 | GI CONDUITS - Supply, erection and installation of cable conduits made up of GI pipes of medium class \"B\" subject to owner\"s approva l in trenches (already made) on walls, concrete structures etc.; including the supply and installation of all the necessary pipe fit tings such asbends, sockets, elbows, tees, etc. bending, threading, binding,clamping, providing spacers, plugs, packings, bushing et c. as required for laying of cables, in roads, station pipe crossings, building entry, cable rising up to the equipment etc. as per the drawings, specifications and directions of Site Engineer/ Engineer-in-charge, including the cost of all labour, tools & tackles, Materials etc. complete in all respects. GI Pipe 100 mm |
| 476 | Earthing, 25 mm X 3 mm Copper flat |
| 477 | Earthing, 95 Sqmm Copper cable |
| 478 | Earthing, GI Wire / GI Rope (8 SWG) |
| 479 | Mainline Supply |
| 480 | Supply of permanently-lubricated HDPE pipe of 40 mm OD (as per TEC GR) with minimum pressure rating of 6 Kg/cm2 and wall thickness o f 3.5 mm, along with duct accessories such as couplers, end caps, end sealing plugs, warning tape etc. as per specifications. |
| 481 | Supply of OFC Jointing kits as per tender specifications. |
| 482 | Supply of Electronic Marker Locator cum Cable/ Pipe Locator, Fault Locator as per tender specifications |
| 483 | GPS Hand held device to note co-ordinates |
| 484 | Supply of full range (upto 8 feet) RF iD Disk type Electronic Markers as per tender specifications |
| 485 | Supply of pre-fabricated printed KM markers for OFC & HDPE as per tender specifications |
| 486 | Supply of Joint pit markers for OFC joint locations as per tender specifications |
| 487 | Supply of pre-fabricated RCC (1:1.5:3) Joint Box with lid and Flood Marker as per tender specifications |
| 488 | Supply of Transition pits for building entry points as per tender specifications |
| 489 | Supply of 89 mm OD, Schedule 80, API 5L Grade-B/ ASTM A106 MS pipe for cable conduit as per tender specifications (HDD crossing-) |
| 490 | Supply of wall mounted Fibre Termination Box (FMS) as per tender specifications |
| 491 | Supply of spare OFC Jointing kits |
| 492 | Supply of spare RF ID type Electronic Markers |
| 493 | 2 Pair unarmoured Telephone Cable as per specifications |
| 494 | 5 Pair Armoured PIJF Underground Telephone Cable as per specifications |
| 495 | Telephone Instrument as per tender specifications |
| 496 | IP Telephone Instrument as per specifications |
| 497 | FXO-FXS VOIP Box as per specifications |
| 498 | Cat 6 UTP (LAN) Networking Cable as per tender specifications (Unarmoured) |
| 499 | Wall mounted telephone socket outlet with 2 port telephone jack face plate (white/ cream colour) including RJ11 I/O. The item includ es modular plate & switch box/ gang box for fixing the face plate. |
| 500 | Duplex (2 port) Face plate (Network I/O point) (white/ cream colour) for Local Area Network including RJ45 I/O, modular plate & swit ch box/ gang box for fixing the face plate. |
| 501 | Wall mounted Cabinet (switching closet) for housing Networking Equipment/ CCTV hardware, patch panel & accessories including power distribution boxes, MCBs/ Isolator Switches, required installation materials as per tender specifications |
| 502 | Power cable 3 core x 2.5 mm2 Armoured, Copper as per tender specifications |
| 503 | Compact UPS of suitable rating (minimum 1000 VA) having minimum 15 minutes backup capacity as per tender specifications |
| 504 | Mainline Service |
| 505 | Laying of HDPE pipe(excluding blowing of OFC) in mainline pipe trench/ independent trench at the bottom in all types of soil (inclu ding roads, canals, rivers, nullahs, water course crossings, submerged crossings, saltpan areas etc.) including supply and installat ion of suitable straps for strapping the HDPE duct with mainline pipe for anti buoyancy, installation of HDPE duct accessories such as plastic couplers, end caps, end plugs, cable sealing plugs, supply and installation of warning tape, consumable guide rods, HDPE jointing, inspection of HDPE joints, testing the installed HDPE duct by blowing \"mandrel\" with compressed air, pressure testing the HDPE pipe after laying as per procedure and performing all work as per drawings, specifications and instruction of the Engineer-in- charge/ Site Engineer and provisions of the contract document for making the duct ready in all respect for OFC blowing. The job incl udes transportation, loading and unloading of HDPE ducts in nominal length of 1000 meters and duct accessories such as couplers, en d caps, end sealing plugs etc. to various sites along the entire ROW / HDD crossing locations as per specifications and directions of Engineer-in-charge/ Site Engineer |
| 506 | Laying of HDPE Pipe in trenches/ walls/ concrete structure/ panels etc. as per specifications & drawings & blowing/ laying of Owner supplied Aurmoured/Unarmoured Optical Fibre Cable in HDPE pipe,jointing & splicing of OFC, carrying out end to end testing of laid O ptical fibre cables by taking OTDR traces and submitting the OTDR trace printouts to Site Engineer/ Engineer-in-charge. The job incl udes the supply and installation of required materials such as fixing clamps, screws, tags etc. as required to complete the job in a ll respects as per drawings and directions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, test instruments, materials etc. The job includes handing over the tested cables to the Telecom Works Contractor and providing necessary assistance/ support to the Telecom Works Contractor in commissioning of Local Area Network. |
| 507 | \"Trenching for laying of HDPE in Independent trench Excavation in unpaved areas of earth in work sites for conventional cable trenches for a depth upto 1.65 metres including shoring, strutting etc. (if necessary), backfilling the trench, as directed by Engineer-in-charge/ Site Engineer, including all labour and materials complete as per drawings and tender specifications \" |
| 508 | Transportation (loading and unloading) of Owner supplied unarmoured Optical fibre cable (OFC) to various sites along Right of Way (R OW), pre laying testing of each cable drum for each fibre and taking the OTDR traces, submission of OTDR traces (in hard as well as soft copy) to Engineer-in-charge/ Site Engineer, blowing of OFC through contractor laid HDPE, jointing / splicing of OFC, post insta llation testing of OFC for each fibre for each drum laid & taking OTDR traces, submission of OTDR traces (in hard as well as soft co py) to Engineer-in-charge/ Site Engineer as per the scope, specifications and directions of Engineer-in-charge/ Site Engineer. |
| 509 | Installation of OFC jointing kits as per drawings, specifications and directions of Engineer-in-charge/ Site Engineer |
| 510 | Installation of RF iD type Electronic Markers as per tender specifications. The job includes configuration & programming of the Elec tronic markers to write information data as per directions of Engineer-in-charge/ Site Engineer. |
| 511 | Installation of pre-fabricated printed KM markers for OFC & HDPE as per tender specifications, drawings and directions of Engineer-i n-charge/ Site Engineer |
| 512 | Installation of OFC Joint pit markers at every joint location as per specifications, drawings and directions of Engineer-in-charge/ Site Engineer |
| 513 | Installation of pre-fabricated RCC (1:1.5:3) Joint Box with lid as per tender specifications, drawings and directions of Engineer-i n-charge/ Site Engineer. |
| 514 | Installation of Transition Pits at building entry points as per tender specifications, drawings and directions of Engineer-in-charge / Site Engineer |
| 515 | Installation of wall mounted Fibre Termination Box (FTB) as per tender specifications and directions of Engineer-in-charge/ Site Eng ineer |
| 516 | Installation of Wall mounted Cabinet (switching closet including network switch , UPS etc in wall mount cabinet) for housing Networ king Equipment/ CCTV hardware, patch panel & accessories including power distribution boxes, MCBs/ Isolator Switches, required insta llation materials as per tender specifications |
| 517 | Mainline Composite |
| 518 | Supply, erection and installation of GI Pipe of 100 mm nominal bore medium Class B as per IS1239 subject to owner\"s approval includi ng the supply & installation of all necessary pipe fittings such as bends, sockets, elbows, tees etc. bending, threading, clamping, plugs, packings, bushing etc. as required for sub ducting HDPE duct as per directions of Engineer-in-charge/ Site Engineer including cost of all labour, tools, materials complete in all respects. |
| 519 | Supply, installation & fixing of prefabricated perforated G.I cable trays of width 150 mm, 300 mm, 450 mm & 600 mm as per siterequ irement for laying of cables with standard rung spacings. Load forsupport span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respectiv elywith concentric static load as 70 Kg at the centre, with materials,labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge |
| 520 | Supply and installation of IDF (intermediate distribution frame) / Distribution box of 20 Pair capacity with mounting arrangement a s per specifications |
| 521 | Laying of HDPE conduit and blowing of OFC cable inside the SV/MOV premises along the boundary wall, line item includes supply & ins tallation of suitable clamps , connectors, fixture, corner bends, tools & tackles (comprising of anchor bolts/nuts/accessories etc) required for OFC entry inside SV/MOV loctaionalong the boundary wall by clamping of HDPE conduit at a height of 1 meter above the finished ground level and extending it along the length of boundary wall at 1 meter height upto the transition pit inside SV/RCP bui lding as per attached drawing no. STD-793-00. The line item includes all sevices required for blowing of OFC cable iin HDPE conduit inside the MOV/SV loctaion as per STD - 793 drawing. |
| 522 | Miscellaneous works & items |
| 523 | Zener Barriers for AI |
| 524 | Surge Protection Devices For RS 232/485 signals |
| 525 | Surge Protection Devices For 1 Phase 2 wire (230 V/48VDC) applications |
| 526 | Supply of Industrial Grade L2 Ethernet Switch (having 24 Nos. of 10/100/1000 MBPS ports) with cables & connectors etc. complete in a ll respects as per tender specifications, configuration of switches for establishing connectivity and configuration of separate VPNs for separate networks etc., as per directions of EIC/Site Engineer (1 Set Comprises of 2 switches) |
| 527 | Industrial Grade Ethernet to 2-4 port Serial Gateway/ MODBUS TCP to MODBUS RTU Converter with required connectors, cables, power sup ply etc. as per tender specifications. (1 set comprises 2 converters) |
| 528 | Industrial media converters / Line Interface units (LIU) compatible to Owner supplied single mode 24 fibre OFC & supply of patch cor ds, pig tails, connectors etc. for extension of Tank Farm Management System / Marketing Terminal Automation Software / SIC Terminal / any other terminal (1 set comprises 2 converters) |
| 529 | Supply of CAT6 cable (armoured) |
| 530 | IR Based explosion proof & weather proof (Point type) Hydrocarbon detectors along with all mounting & other accessories as per tende r specifications. |
| 531 | Surge Protection Devices for analog signals from 3 wire Infrared Hydrocarbon Detectors & 3 wire UV/IR Flame Detectors |
| 532 | 2 Pair x 1.5 Sq. mm, unarmoured FRLS cable complaint to BS: 5308 as per the tender specifications for indoor applications to be laid through conduits. |
| 533 | Laying of unarmoured signal cable through GI pipe / wall / tray etc for interfacing of various type of detectors e.g. multi sensor, ROR, UV/ IR flame detector, response indicator, hooters, beacons etc |
| 534 | Installation of Infrared Hydrocarbon detectors (Point type / Open path type), terminating the cables at field and control panel end, connecting to earthing grid by supplying and installing all the required materials such as supporting structure, cement concrete, p ainting, GI wire etc.(excluding supply of the Hydrocarbon detector) complete in all respects as per specifications. |
| 535 | Instalaltion & Commissioning of Industrial Grade L2 Ethernet Switch (having 24 Nos. of 10/100/1000 MBPS ports) with cables & connectors etc. complete in all respects as per tender specifications, configuration of switches for establishing connectivity and configuration of separate VLANs for separate networks etc., as per directions of EIC/Site Engineer (1 Set Comprises of 2 switches) |
| 536 | 47.0 Please Enable Macros to View BoQ information |
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