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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 27-12-2022 | Addendum-1 | Date | 05-01-2023 |
| 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 | Gr B-Mainline-Common-Gas/Product(1/2) |
| 3 | MAINLINE TWIN LINE LAYING: 16\" OD (GAS) + 16\" OD (PRODUCT) IN COMMON TRENCH:Laying of Owner-supplied pre-coated mild steel line pipes, including arranging all additional land/construction corridor, beyond Owner\"s ROU/ROW, required for Contractor\"s storage, fabrication, access for construction site, movement of construction equipment etc., receiving and taking over Owner-supplied materials, handling, transportation etc. from Owner\"s issue point to work site, stringing along Right of Way (ROW)/ pipeline corridor, providing labour, equipment and supply of other inputs & materials/ consumables necessary to perform and complete the work in all respects in accordance with the contract including, but not limited to, the following works:- - Taking delivery of pre-coated/ bare pipes from the designated stockpile location (loading of pipes onto pipe trailors placed inside stockpile by mainline contractor shall be done by Owner\"s authorized agency), including placing of pipe trailors for taking delivery of pipes from designated stockpile, carrying out holiday detection and verification of pipes at the time of taking delivery), transportation of pipes to ROW/ work site/ Contractor\"s storage location etc., - 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 preparation of trench, pipes shall be strung after the blasting operation and clearing of trench as per instructions of Site Engineer/ Engineer-in-Charge), - Trenching to all depths to maintain clear earth cover as per specification and to fit minimum bend radius, by excavation in all kinds of terrain & soil, including stripping top soil to a depth of 30cm to the full anticipated width of the ditch and storing this material separately along the ROW to allow re-depositing of the same on top of the backfilled ditch (in cultivable and other areas specially 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 & handling, - 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 found defective, - For Liquid Pipeline : Carrying out 100% radiographic inspection (by X-Ray)of all field weld joints for initial 1(one) Km in each Mainline Spread, Crossings and other specific locations as per Specifications and Special Conditions of Contract (SCC) and 20% radiographic inspection (by X-Ray) for the balance portion (excluding crossings and other specific locations); For Gas Pipeline : Carrying out 100% radiographic inspection (by X-Ray) of all field weld joints; and destructive testing of one weld joint in each Spread (for both Liquid and Gas Pipelines) as per specification and direction of Site Engineer, including providing Crawler type Automatic X-Ray machine and external X-Ray machine and all other requisite equipment, labour, supervision, materials, approved films, approved consumables, all facilities and personnel to process, develop, examine and interpret radiographs (by qualified and experienced Radiography Inspector), providing all facilities to Owner\"s representative(s) for examining radiographs and other tests as required, carrying out repair of weld-joints found defective, carrying out re-radiography and other tests as required on repaired joints, etc., - Carrying out coating of all field weld joints, by qualified coating insulators, including supply of approved joint coating materials, 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) including cutting, beveling, fitment, coating the bare bend pipe with approved PU coating, etc. - Carrying out holiday detection, at specified voltage level corresponding to coating type and as per specifications, and repair of coating, if any, -Laying pipeline by open-cut method at crossings viz., cart-track, village road, metalled/ un-metalled roads, minor water courses (MWC) etc.,(except crossings identified as \"Cased\", \"Submerged\" & \"HDD\" crossings ) and restoration of the crossing 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, - Providing drone videography of the ongoing mainline work stretches once every month or as required by the Owner/Engineer-in-Charge, - Carrying out air cleaning, gauge pigging and hydrostatic testing (to specified pressure) of the complete pipeline (excluding those HDD crossing sections not under the scope of this tender) including providing \"pre-testing\" of designated sections as approved by Engineer-in-Charge, providing all equipment, pumps, fittings, instruments, dead weight tester etc. and services, supervision, labour, consumables, testing of water, supply & injection of corrosion inhibitor, locating leaks, if any, and rectification of defects attributable to Contractor, re-testing after rectification etc. and cleaning the pipeline section after successful hydrotesting, - All tie-ins, including tieing-in with HDD sections under this tender - Obtaining work permits/ NOC from various authorities having jurisdiction before execution of work and complying with all stipulations/ conditions/ recommendation of the said authorities - Supply and installation of 1.0 mm thickness & width (D+300) warning tape over entire pipeline (both Liquid pipeline and Gas pipeline separately) as per relevant specification - Final clean-up and restoration of ROW/ construction corridor, field bunds etc., obtaining NOC from statutory authorities (as required) and obtaining NOC from respective land owners in respect of final restoration of their land etc, disposal of debris and returning surplus material to designated disposal areas/ storage location, as directed by Engineer-in-Charge, restoration of land, facilities and boundary wall etc. for facilities dismantled/ damaged by Contractor during construction, - 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 performance of work or for temporary or permanent incorporation in the works, and - All other acts, deeds, matters and things necessary to make the pipeline ready for commissioning and completing the works in all respects as per 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 drawings) 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 lying areas, ponds, plant area, underground utilities, pedestrian crossings, etc. except those crossings identified as \"Cased\", \"Submerged\" & \"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 relevant 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 act or omission of the Owner shall be chargeable to Contractor account. V) The Owner will supply the additional materials from its designated store/ godown (insofar as constitutes Owner-supplied materials) required for the repair/ rectification work on chargeable basis. The cost of such material shall be as determined by the Engineer-in-Charge plus an additional charge of 15% of the cost of material 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 Contractor. VI) 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 of Contract of the tender documents) for the work involved in locating & identifying the def ects 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 considered as a single failure for the purpose of compensation for hydrostatic test failure on account of manufacturing defect. VII) Installation of the hot-pulled bends in Mainline, including cutting beveling of pipes, fitment etc., shall be inclusive in the Mainline 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 PU coating. The cost of the same shall be deemed to be included in this item for Mainline laying |
| 4 | Gr B-Mainline-Common-Gas/Product(2/2) |
| 5 | \"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\" |
| 6 | Supplying, providing and filling soft soil in trenches in stretches other than normal soil and hard rock (including additional 150mm deep trenching) around mainline pipe for providing a minimum padding thickness of 150mm on top as well as at bottom of the mainline pipe. Padding materials shall be sand/graded soil/other suitable material containing no gravel, rock, or lumps of hard soil. The graded soil for padding shall 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 compacted 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 included in this item itself.Double line (Twin line) in common trench 16\" OD (Gas) / 16\" OD (Product) Pipeline |
| 7 | 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 pipe.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\"Double line (Twin line) in common trench 16\" OD (Gas) / 16\" OD (Product) Pipeline |
| 8 | Supplying, providing and filling Soft Soil in trenches in hard rocky stretches (excluding additional 150mm deep rock trenching) around 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 Materials and sand/soft soil bags as approved by OWNER/Engineer-in-Charge, shall be provided to safeguard the pipe coating. Padding materials shall be graded soil/other suitable material containing no gravel, rock, or lumps of hard soil. The graded soil for padding shall 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 compacted 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\" Double line (Twin line) in common trench 16\" OD (Gas) / 16\" OD (Product) Pipeline |
| 9 | Supplying, providing and filling fine sand in trenches at Seismic Fault location crossing or running parallel to pipeline (including additional 500 mm deep & 200/300 mm wide trenching) around mainline pipe for providing a minimum padding thickness of 500 mm on top as well as at bottom of the mainline pipe(for the complete trench width). Note: (i) Item to be operated under specific instructions from Engineer-in-Charge. (ii) Cost of additional depth of 500mm & width of 200/300 mm trenching for this item shall be included in this item itself.Double line (Twin line) in common trench 16\" OD (Gas) / 16\" OD (Product) Pipeline |
| 10 | Supplying, providing and filling soft soil in trenches at Seismic Fault location crossing or running parallel to pipeline (including additional 500 mm deep & 200/300 mm wide trenching) around mainline pipe for providing a minimum padding thickness of 500 mm on top as well as at bottom of the mainline pipe(for the complete trench width). Padding materials shall be sand/graded soil/other suitable material containing no gravel, rock, or lumps of hard soil. The graded soil for padding shall 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 compacted 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. At seismic fault locations, in addition to the above requirements of padding material, in case the dugout soil is clayey in nature (undrained sheer strength > 0.5 T/m2), the local soil shall be replaced by engineered (cohesion less) backfill having angle of friction not more than 27 degrees and the same shall be loosely compacted (unit weight < 1.8 T/m3). In case of undrained sheer strength of the dugout soil <= 0.5 T/m2 the dugout soil itself can be used as backfill. The trench shall be deeper by at least 500 mm. The trench shall be evenly and sufficiently padded to keep the pipe, when in place, at least 500 mm above the bottom of excavated trench. 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 compacted padding shall be at least 500 mm. Supports shall be provided for the pipeline by use of sand/soft soil bags or intermittent transverse berms in the ditch bottom comprising gravel/rock-free material, with a width of 15-20 cm and at an interval of approximately 7 meters. Note: (i) Item to be operated under specific instructions from Engineer-in-Charge. (ii) Cost of additional depth of 500mm & width of 200/300 mm trenching for this item shall be included in this item itself.Double line (Twin line) in common trench 16\" OD (Gas) / 16\" OD (Product) Pipeline |
| 11 | Supplying, providing and filling fine sand in trenches in stretches other than normal soil and hard rock / boulder stretch (including additional 150mm deep trenching) around mainline pipe for providing a minimum padding thickness of 150 mm on top as well as at bottom 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 itselfDouble line (Twin line) in common trench 16\" OD (Gas) / 16\" OD (Product) Pipeline |
| 12 | Gr B-Mainline-Gas |
| 13 | Laying of Owner-supplied pre-coated mild steel line pipes, including arranging all additional land/construction corridor, beyond Owner\"s ROU/ROW, required for Contractor\"s storage, fabrication, access for construction site, movement of construction equipment etc., receiving and taking over Owner-supplied materials, handling, transportation etc. from Owner\"s issue point to work site, stringing along Right of Way (ROW)/ pipeline corridor, providing labour, equipment and supply of other inputs & materials/ consumables necessary to perform and complete the work in all respects in accordance with the contract including, but not limited to, the following works:- - Taking delivery of pre-coated/ bare pipes from the designated stockpile location (loading of pipes onto pipe trailors placed inside stockpile by mainline contractor shall be done by Owner\"s authorized agency), including placing of pipe trailors for taking delivery of pipes from designated stockpile, carrying out holiday detection and verification of pipes at the time of taking delivery), transportation of pipes to ROW/ work site/ Contractor\"s storage location etc., - 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 preparation of trench, pipes shall be strung after the blasting operation and clearing of trench as per instructions of Site Engineer/ Engineer-in-Charge), - Trenching to all depths to maintain clear earth cover as per specification and to fit minimum bend radius, by excavation in all kinds of terrain & soil, including stripping top soil to a depth of 30cm to the full anticipated width of the ditch and storing this material separately along the ROW to allow re-depositing of the same on top of the backfilled ditch (in cultivable and other areas specially 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 & handling, - 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 found 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 machine and all other requisite equipment, labour, supervision, materials, approved films, approved consumables, all facilities and personnel to process, develop, examine and interpret radiographs (by qualified and experienced Radiography Inspector), providing all facilities to Owner\"s representative(s) for examining radiographs and other tests as required, carrying out repair of weld-joints found defective, carrying out re-radiography and other tests as required on repaired joints, etc., - Carrying out coating of all field weld joints, by qualified coating insulators, including supply of approved joint coating materials, 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) including cutting, beveling, fitment, coating the bare bend pipe with approved PU coating, - Carrying out holiday detection, at specified voltage level corresponding to coating type and as per specifications, and repair of coating, if any, -Laying pipeline by open-cut method at crossings viz., cart-track, village road, metalled/ un-metalled roads, minor water courses (MWC) etc.,(except crossings identified as \"Cased\", \"Submerged\" & \"HDD\" crossings ) and restoration of the crossing 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, - Providing drone videography of the ongoing mainline work stretches once every month or as required by the Owner/Engineer-in-Charge, - Carrying out air cleaning, gauge pigging and hydrostatic testing (to specified pressure) of the complete pipeline (excluding those HDD crossing sections not under the scope of this tender) including providing \"pre-testing\" of designated sections as approved by Engineer-in-Charge, providing all equipment, pumps, fittings, instruments, dead weight tester etc. and services, supervision, labour, consumables, testing of water, supply & injection of corrosion inhibitor, locating leaks, if any, and rectification of defects attributable to Contractor, re-testing after rectification etc. and cleaning the pipeline section after successful hydrotesting, - 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 stipulations/ conditions/ recommendation of the said authorities - Supply and installation of 1.0 mm thickness & width (D+300) warning tape 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 required) and obtaining NOC from respective land owners in respect of final restoration of their land etc, disposal of debris and returning surplus material to designated disposal areas/ storage location, as directed by Engineer-in-Charge, restoration of land, facilities and boundary wall etc. for facilities dismantled/ damaged by Contractor during construction, - 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 performance of work or for temporary or permanent incorporation in the works, and - All other acts, deeds, matters and things necessary to make the pipeline ready for commissioning and completing the works in all respects as per 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 drawings) 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 lying areas, ponds, plant area, underground utilities, pedestrian crossings, etc. except those crossings identified as \"Cased\", \"Submerged\" & \"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 relevant 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 act or omission of the Owner shall be chargeable to Contractor account. V) The Owner will supply the additional materials from its designated store/ godown (insofar as constitutes Owner-supplied materials) required for the repair/ rectification work on chargeable basis. The cost of such material shall be as determined by the Engineer-in-Charge plus an additional charge of 15% of the cost of material 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 Contractor. VI) 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 of 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 considered as a single failure for the purpose of compensation for hydrostatic test failure on account of manufacturing defect. VII) Installation of the hot-pulled bends in Mainline, including cutting beveling of pipes, fitment etc., shall be inclusive in the Mainline 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 PU coating. The cost of the same shall be deemed to be included in this item for Mainline laying. |
| 14 | 12.75\" |
| 15 | Laying cased crossings, by auger boring & jacking method, using casing pipes and 3LPE coated carrier pipes, according to drawings, specification(s) and providing all works, labour, inputs and materials/ consumables necessary to perform and complete the works in all respect in accordance with the contract, including collecting the pipes and other Owner-supplied materials from Owner#s issue point and loading, transporting them to site, setting out the works, aligning and welding the casing and carrier pipes, 100% radiography of weld joints of carrier pipes, field joint coating, holiday detection & repair of coating, applying atleast 2(two) coats of bitumastic paint over coat of suitable primer over casing pipe and two component epoxy coating for internal surface of casing pipe, excavating/ trenching and/or boring in all kinds of soil, including rocky strata if any, inserting the casing pipe into the bore, pre-hydrostatic testing of the carrier pipe and replacement / rectification of defects / pipes, installation of approved type of insulators throughout the cased section on the carrier pipe, carefully inserting the carrier pipe inside casing pipe by jacking/ pushing method, taking care not to damage the insulators, sealing the ends of the casing pipe with approved heat shrinkable wraparound type end seal, fixing of vent pipes at the ends of the casing pipe, priming and applying two coats of coal-tar based epoxy paint on underground portion of vent pipes, measuring final resistance between carrier pipe and casing, and doing preparation work necessary to produce correct resistance, applying one coat of primer and two coats of epoxy paint to all exposed and overground fittings & piping, proper compaction of backfill below carrier pipe at either ends, independently supporting the carrier pipe outside each end of the casing pipe by suitable RCC supports with neoprene rubber sheet below the carrier pipe, and strengthening with sand bags and proper compaction of earth below pipe, to prevent differential settlement of carrier pipe and damage to insulators, final clean-up and restoration of the site and disposal of wastes and surplus in accordance with the contract and supply of all materials (other than those specifically undertaken to be supplied by the Owner under contract) necessary for or in the performance of the work or for temporary or permanent incorporation in the works, and all other acts, matters and things necessary to make the pipeline ready for commissioning in all respect, as per directions of Site Engineer/ Engineer-in-Charge. NOTE: 1. The work of cased crossing will include the provision of temporary supports for existing installations in the road and/or railroads, the provision of diversions, the restoration of the r ailroad/embankment to its original state, maintenance for subsidence and all other precaution(s), work(s) and/or maintenance expressed or implied in the contract. 2. The work will also include providing necessary independent support to carrier pipe outside each end of casing pipe by suitable RCC supports, proper compaction of backfill below carrier pipe at either ends and strengthening with sand bags and/ or other suitable means so as to prevent differential settlement of the casing pipe and damage to insulators, including all labour, materials etc. as per direction of Site Engineer/ Engineer-in-Charge. 3. All materials (other than the Owner-supplied materials) required for performance of the work shall be supplied by the Contractor at his own cost. 4. Casing end seal shall be of approved type only and shall be installed by skilled personnel as per approved procedure and demonstration by manufacturer\"s representative (to be arranged by mainline contractor). 5. Carrier pipe to be brought to the desired level of crossing by providing natural gradient to trench bottom from sufficient distance and avoiding field bends so as to keep provision for any future widening of Railway/ Highway etc,. 6. Casing insulators (made of HDPE) shall be interlocking type, free from metallic nuts & bolts. |
| 16 | 12.75\" |
| 17 | 16\" |
| 18 | Laying cased crossings, by auger boring & jacking method / Horizontal Directional Drilling (HDD) method using casing pipes and 3LPE coated carrier pipes according to drawings/ specification(s) and providing all works, labour, inputs and materials/ consumables necessary to perform and complete the works in all respect in accordance with the contract, taking delivery and transportation of Owner-supplied 3LPE coated pipes and bare casing pipes to the work site from designated stockpile location, inspection of the coated pipes visually and/or with holiday detector for defects, arranging all necessary intermediate storage area required thereof till the pipes are installed in permanent position, setting out the works, aligning and welding the casing and carrier pipes, 100% radiography of weld joints of carrier pipes, field joint coating, holiday detection & repair of coating, applying a layer of Poly-Urethane Coating of min. thickness 1000 microns over a coat of suitable primer to external surface of casing pipe,and two component epoxy coating of min. thickness 600 microns for internal surface of casing pipe, excavating/ trenching and / or drilling/ boring in all kinds of soil including rocky strata, inserting the casing pipe into the bore, pre-hydrostatic testing of the carrier pipe and replacement / rectification of defects / pipes, installation of HDPE insulators on the carrier pipe, carefully inserting the carrier pipe inside casing pipe by jacking/ pushing method taking care not to damage the insulator and coated carrier pipe, sealing the ends of the casing pipe, as per procedure given in specifications, with heat shrinkable wraparound type end seal of approved make, fixing of vent pipes at the ends of the casing pipe, priming and applying two coats of coal tar based epoxy paint on underground portion of vent pipes, measuring final resistance between carrier pipe and casing, and doing preparation work necessary to produce correct resistance, applying one coat of primer and two coats of epoxy paint to all exposed and overground fittings & piping, proper compaction of backfill below carrier pipe at either ends, independently supporting the carrier pipe outside each end of the casing pipe by suitable RCC supports on firm base with neoprene rubber sheet below carrier pipe and strengthening with sand bags and proper compaction of earth below pipe, to prevent settlement of carrier pipe and damage to insulators, final clean-up and restoration of the site and disposal of wastes and surplus in accordance with the contract and supply of all materials (other than those specifically undertaken to be supplied by the Owner under contract) necessary for or in the performance of the work or for temporary or permanent incorporation in the works, and all other acts, matters and things necessary to make the pipeline ready for commissioning in all respects. NOTE: 1. The work of cased crossing will include the provision of temporary supports for existing installations in the road and/or railroads, the provision of diversions, the restoration of the railroad/ embankment to its original state, maintenance for subsidence and all other precaution(s), work(s) and/or maintenance expressed or implied in the contract. 2. The work will also include providing necessary independent support to carrier pipe outside each end of casing pipe by suitable RCC supports, proper compaction of backfill below carrier pipe at either ends and strengthening with sand bags and/ or other suitable means so as to prevent differential settlement of the casing pipe and damage to insulators, including all labour, materials etc. as per direction of Site Engineer/ Engineer-in-Charge. 3. All materials (other than the Owner-supplied materials) required for performance of the work shall be supplied by the Contractor at his own cost. 4. Casing end seal shall be of approved type only and shall be installed by skilled personnel as per approved procedure and demonstration by manufacturer\"s representative (to be arranged by mainline contractor) 5. Carrier pipe to be brought to the desired level of crossing by providing natural gradient to trench botom from sufficient distance and avoiding field bends so as to keep provision for any future widening of Railway/ Highway. 6. Casing insulators (made of HDPE) shall be interlocking type, free from metallic nuts & bolts |
| 19 | 12.75\" |
| 20 | 16\" |
| 21 | \"Laying submerged crossings using pipes with or without concrete sheathing across major water course crossings and providing all works ,labour, inputs and materials/consumable necessary to perform and complete the work in all respects in accordance with the contract, 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 required thereof till the pipes are installed in permanent position, arranging the required additional land for construction purpose, preparation 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/ defects, excavation of the trench to required depth, as per specifications, in all kinds of soil and conditions including rock trenching and maintenance of trench in all kinds of soil including rocky strata, if any, making bunds for stoppage of water flow, de-watering including 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 steel (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 in the performance of the work or fortemporary or permanent incorporation in the works and allotheracts, matters and things necessary to complete the pipeline/ crossings in all respects according to the contract and as per directions of Site Engineer/ Engineer-in-Charge. NOTE : I)Depending upon the site condition & location of each submerged crossing, the Engineer-in-Charge, in consultation 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 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 laying 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 the 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.\" |
| 22 | 12.75\" |
| 23 | 16\" |
| 24 | \"Laying pre-coated pipes in Marshy areas with concrete sheathing including providing all equipment, works,labour, inputs and materials/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, lining up and welding the pipe, 100% radiographic inspection of weld joints, coating of field weld joints, holiday detection and repair of coating, hydrotesting testing and replacement of pipes/ defects, excavation of the trench to required depth in all kinds of soil and 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 under the contract) necessary for or in the performance of the work or fortemporary or permanent incorporation in the works and allotheracts, 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 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. 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.\" |
| 25 | 12.75\" |
| 26 | 16\" |
| 27 | \"Execution of road/other crossing by Shallow Horizontal Directional Drilling (HDD) technique including mobilization & de-mobilization at site(s), supply of all materials as per the `Scope of Supply\" and all consumables, equipment, manpower & other resources and arranging the required land for site preparations and execution of, but not limited to, the following works in accordance with the specifications, drawings and as per all provisions of the contract document complete in all respect as per the instructions of the Engineer – in – charge /Site engineer. Taking delivery and transportation of Owner-supplied 3LPE coated pipes to the work site from designated stockpile location, inspection of the coated pipes visually and/or with holiday detector for defects, including arranging all necessary intermediate storage area required thereof till the pipes are installed in permanent position. 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 including 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% radiography (by X-ray), supply of films & all equipment and providing all facilities to Owner\"s representative(s) for examining radiographs, repair of defects in the welds and re-testing etc. Repair of all coating damages in the pipe section to be laid by shallow HDD method by full encirclement sleeves using suitable cut sections of approved quality of heat shrink sleeves of 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 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 (wherever 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). Installation of the pipeline and OFC conduit as a bundle crossing below the Road/ other utility horizontally by shallow HDD operation to the correct profile as per the approved drawings in a pre-reamed hole of appropriate. 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, calculations 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\" |
| 28 | 12.75\" |
| 29 | 16\" |
| 30 | \"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, aggregate, sand, shuttering and all other materials, consumables, inputs, equipment for concrete sheathing required to complete the job, testing 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 pipeline. This weld joint concrete sheathing / coating shall be applied after the hydrostatic pre-test.\" |
| 31 | 12.75\" |
| 32 | 16\" |
| 33 | \"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\" |
| 34 | \"Supplying, providing and filling fine sand in trenches in hard rocky stretches (Excluding additional 150mm deep trenching forrock trenching) around mainline pipe for providing a minimum padding thickness of 150 mm on top as well as at bottom of the mainline pipe. 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\"\"\" |
| 35 | 12.75\" |
| 36 | \"Supplying, providing and filling Soft Soil in trenches in hard rocky stretches (excluding additional 150mm deep rock trenching) around 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 Materials and sand/soft soil bags as approved by OWNER/Engineer-in-Charge, shall be provided to safeguard the pipe coating. Padding materials shall be graded soil/other suitable material containing no gravel, rock, or lumps of hard soil. The graded soil for padding shall 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 compacted 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\"\"\" |
| 37 | 12.75\" |
| 38 | \"Supplying, providing and filling fine sand in trenches at Seismic Fault location crossing or running parallel to pipeline (including additional 500 mm deep & 200/300 mm wide trenching) around mainline pipe for providing a minimum padding thickness of 500 mm on top as well as at bottom of the mainline pipe(for the complete trench width). Note: (i) Item to be operated under specific instructions from Engineer-in-Charge. (ii) Cost of additional depth of 500mm & width of 200/300 mm trenching for this item shall be included in this item itself.\" |
| 39 | 12.75\" |
| 40 | \"Supplying, providing and filling soft soil in trenches at Seismic Fault location crossing or running parallel to pipeline (including additional 500 mm deep & 200/300 mm wide trenching) around mainline pipe for providing a minimum padding thickness of 500 mm on top as well as at bottom of the mainline pipe(for the complete trench width). Padding materials shall be sand/graded soil/other suitable material containing no gravel, rock, or lumps of hard soil. The graded soil for padding shall 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 compacted 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. At seismic fault locations, in addition to the above requirements of padding material, in case the dugout soil is clayey in nature (undrained sheer strength > 0.5 T/m2), the local soil shall be replaced by engineered (cohesion less) backfill having angle of friction not more than 27 degrees and the same shall be loosely compacted (unit weight < 1.8 T/m3). In case of undrained sheer strength of the dugout soil <= 0.5 T/m2 the dugout soil itself can be used as backfill. The trench shall be deeper by at least 500 mm. The trench shall be evenly and sufficiently padded to keep the pipe, when in place, at least 500 mm above the bottom of excavated trench. 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 compacted padding shall be at least 500 mm. Supports shall be provided for the pipeline by use of sand/soft soil bags or intermittent transverse berms in the ditch bottom comprising gravel/rock-free material, with a width of 15-20 cm and at an interval of approximately 7 meters. Note: (i) Item to be operated under specific instructions from Engineer-in-Charge. (ii) Cost of additional depth of 500mm & width of 200/300 mm trenching for this item shall be included in this item itself.\" |
| 41 | 12.75\" |
| 42 | \"Supplying, providing and filling fine sand in trenches in stretches other than normal soil and hard rock / boulder stretch (including additional 150mm deep trenching) around mainline pipe for providing a minimum padding thickness of 150 mm on top as well as at bottom 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\" |
| 43 | 12.75\" |
| 44 | \"Supplying, providing and filling soft soil in trenches in stretches other than normal soil and hard rock (including additional 150mm deep trenching) around mainline pipe for providing a minimum padding thickness of 150mm on top as well as at bottom of the mainline pipe. Padding materials shall be sand/graded soil/other suitable material containing no gravel, rock, or lumps of hard soil. The graded soil for padding shall 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 compacted 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 included in this item itself.\" |
| 45 | 12.75\" |
| 46 | \"Supplying & providing approved type of extruded polyethylene mesh (rock shield) on mainline pipe to protect the coating against rocky soil including supply of all inputs such as labour, materials, consumables etc. necessary to perform and complete the work in all respects in accordance with the specifications, manufacturer\"s recommendation and instructions of Site Engineer / Engineer-in-Charge. NOTE: 1. Proper lateral as well as transvers overlap shall be provided as per specifications/ manufacturers recommendation\" |
| 47 | 12.75\" |
| 48 | 16\" |
| 49 | Supply of all materials necessary for fabrication and installation of kilometre posts, direction markers and warning signs at the locations as per specifications, excavating & grouting in cement concrete 1:3:6, and all other works necessary for fabrication & installation of the markers including cleaning, priming & applying two coats of coal tar based epoxy paint on underground portions, supply and application of one coat of primer and two coats of epoxy paint of approved colour and quality on overground portion, stencil letter cutting for number, direction, chainage etc. and restoration of site to original condition and all other acts, deeds, matters and things and work, labour, inputs and materials/ consumables necessary to perform and complete the work in all respects as per approved drawing & specifications and as per direction of Site Engineer / Engineer-in-Charge. |
| 50 | KILOMETER POST |
| 51 | DIRECTION MARKER |
| 52 | WARNING SIGN |
| 53 | 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 everyturning 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. |
| 54 | Carrying out air drying of the pipeline system as per specification and direction of Engineer-in-Charge including supply of all labour, materials, equipments, instruments, pigs, barrels etc. complete in all respects. |
| 55 | 12.75\" |
| 56 | 16\" |
| 57 | Carrying out Nitrogen Purging of the pipeline system as per specification and direction of Engineer-in-Charge including supply of all labour, materials, equipments, instruments, pigs, barrels etc. complete in all respects. |
| 58 | 12.75\" |
| 59 | 16\" |
| 60 | Mobilisation/ demobilisation of pigging tools, tackles, consumables, accessories and personnel by contractor at work site including magnetic pig, electronic geometry pig, pig tracking device, preparation and cleaning of the complete mainline / Mainline sections including HDD sections under this tender (but excluding HDD crossings not included under the scope of this tender and to be executed by separate agency) by running series of pigs for cleaning the line from debris, water & making it dry for launching calliper pigs, running of magnetic pig for cleaning of ferrous residue, launching and receiving the electronic & standard calliper pigs, including pig tracking at 5 to 10 km interval, data retrieval, interpretation of data and submission of reports in the form acceptable to the Owner, including rectification of defects observed from calliper survey, including supply of all labour, materials, equipment & instruments, calliper pigs, fabrication of launching & receiving barrels, all complete for ascertaining the geometry of the pipeline. |
| 61 | 12.75\" |
| 62 | 16\" |
| 63 | Preservation of entire pipeline / pipeline sections (including HDD sections) by using inhibited water with uniform inhibitor concentration adequate for 6 (six) months preservation period as per manufacturer\"s recommendation including arranging water, testing of water, supply of inhibitor, all equipment, manpower, consumables etc. complete as per specifications and direction of Site Engineer / Engineer-in-Charge. |
| 64 | 12.75\" |
| 65 | 16\" |
| 66 | Taking delivery of MOVs for mainline from Owner\"s stockpile/ godown, preparation of pup pieces of specified length from owner supplied pipes of higher wall thickness, welding of pup pieces to both sides of valves, providing instrument tappings in MOVs, hydrostatically testing the valves & installing at designated locations on the mainline in accordance with the specifications and drawings, welding & 100% radiography of weld joints, repair of weld joints etc., complete in all respect including all works and material in foundation, RCC underground valve supports etc., including PU Coating of underground portions and painting of overground portions / valve enclosure etc. with aluminium paint over a coat of primer, and including supply of all materials (other than those specifically undertaken to be supplied by the Owner), consumables & inputs complete as per specifications, drawings & instructions of Site Engineer / Engineer-in-Charge. |
| 67 | 12.75\" |
| 68 | 16\" |
| 69 | \"Carrying out tieing-in and hook-up of mainline pipe with the HDD sections of pipeline (executed by other agency) (Optional) on either 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 detection, 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.\" |
| 70 | 12.75\" |
| 71 | 16\" |
| 72 | Taking delivery and transportation ofbare pipes from owner\"s stockpile, transportation, unloading the pipes at manufacturer\"s works and fabrication of Long Radius (R=6D) Hot pulled induction bends having tangent length of approximately 1000m at both ends as per specification and delivery of hot pulled bends to site including visual examination, manual U.T. on the entire weld seam, bevelling of ends as per API 5L, supply of all materials, consumables, labour etc. as per specifications and direction of Site Engineer / Engineer-in-Charge. |
| 73 | 12.75\" |
| 74 | 16\" |
| 75 | \"Supply of all materials, consumables, providing all equipment & resources for the complete activity of commissioning of Liquid Petroleum Gas Pipeline (LPG) including Mainline and Stations with proper pressurization of mainline and station piping with Nitrogen, batch pigging followed by vaporized LPG and effective line fill by pressurization of line fill LPG as per approved procedure and Specification requirementincluding providing expert services for vetting of commissioning procedure and presence of expert to guide & monitor the complete commissioning activities, providing all supervisory/expert services, other manpower and all resources for the execution of the complete service meeting with international practices and standards, observing all statutory and other governing rules & standards in all respect and as per the approved scheme and guidance/direction ofEngineer - in - Charge. i) The offer shall be inclusive of supply of nitrogen, pig train, all consumables, taxes, duties as applicable and excluding GST. ii) IOCL\"s responsibility shall be limited to arrangement of a) Fire tender b) Ambulance c) Water supply d) Providing LPG in tanker truck and subsequently lining up of the pipeline system for LPG line fill.\" |
| 76 | 12.75\" |
| 77 | 16\" |
| 78 | #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 resources and arranging the required land for site preparations and execution of, but not limited to, the following works in accordance with the specifications, drawings and as per all provisions of the contract document and instructions of the Owner. #Interpretation of data of hydrological / geo-technical surveys furnished by the Owner, carrying out fresh topographic survey of the rivers, NH, SH, Expressways, Railways, etc & developing new profile drawing for the crossing location, carrying out additional surveys required for collecting data relevant to design and construction of the crossing, performing all engineering & design calculations, preparation of all necessary construction drawings for approval of the Owner as per the provisions of contract document, preparation of detailed 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, including arranging all necessary intermediate storage area 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 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 testing of welds including 100% radiography (by X-ray), supply of films & all equipment and providing all facilities to Owner\"s representative(s) for examining radiographs, repair of defects in the.........Continued |
| 79 | \"....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 approved make used for HDD crossings. #Repair of all coating damages in the pipe section to be laid by HDD method by full encirclement sleeves 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 (wherever 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-installation 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-installation hydrostatic testing of HDD pipe string (along with transition pipe section). #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. #Transportation 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 installation of carrier pipe OR as a separate HDD instalation. However, the payment and payment terms shall remain the same in both the cases.\" |
| 80 | UPTO 500 METERS (with OFC conduit) |
| 81 | 12.75\" in Normal Soil |
| 82 | 12.75\" in Rocky Soil |
| 83 | HDD Laying (upto 500 M) 16\" OD Rocky Soil - Without OFC |
| 84 | HDD Laying (upto 500 M) 16\" OD Normal Soil - Without OFC |
| 85 | Gr B-Mainline-Product |
| 86 | Laying of Owner-supplied pre-coated mild steel line pipes, including arranging all additional land/construction corridor, beyond Owner\"s ROU/ROW, required for Contractor\"s storage, fabrication, access for construction site, movement of construction equipment etc., receiving and taking over Owner-supplied materials, handling, transportation etc. from Owner\"s issue point to work site, stringing along Right of Way (ROW)/ pipeline corridor, providing labour, equipment and supply of other inputs & materials/ consumables necessary to perform and complete the work in all respects in accordance with the contract including, but not limited to, the following works:- - Taking delivery of pre-coated/ bare pipes from the designated stockpile location (loading of pipes onto pipe trailors placed inside stockpile by mainline contractor shall be done by Owner\"s authorized agency), including placing of pipe trailors for taking delivery of pipes from designated stockpile, carrying out holiday detection and verification of pipes at the time of taking delivery), transportation of pipes to ROW/ work site/ Contractor\"s storage location etc., - 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 preparation of trench, pipes shall be strung after the blasting operation and clearing of trench as per instructions of Site Engineer/ Engineer-in-Charge), - Trenching to all depths to maintain clear earth cover as per specification and to fit minimum bend radius, by excavation in all kinds of terrain & soil, including stripping top soil to a depth of 30cm to the full anticipated width of the ditch and storing this material separately along the ROW to allow re-depositing of the same on top of the backfilled ditch (in cultivable and other areas specially 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 & handling, - 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 found defective, - Carrying out 100% radiographic inspection (by X-Ray)of all field weld joints for initial 1(one) Km in each Mainline Spread, Crossings and other specific locations as per Specifications and Special Conditions of Contract (SCC) and 20% radiographic inspection (by X-Ray) for the balance portion (excluding crossings and other specific locations) and 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 machine and all other requisite equipment, labour, supervision, materials, approved films, approved consumables, all facilities and personnel to process, develop, examine and interpret radiographs (by qualified and experienced Radiography Inspector), providing all facilities to Owner\"s representative(s) for examining radiographs and other tests as required, carrying out repair of weld-joints found defective, carrying out re-radiography and other tests as required on repaired joints, etc., - Carrying out coating of all field weld joints, by qualified coating insulators, including supply of approved joint coating materials, 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) including cutting, beveling, fitment, coating the bare bend pipe with approved PU coating, - Carrying out holiday detection, at specified voltage level corresponding to coating type and as per specifications, and repair of coating, if any, - Laying pipeline by open-cut method at crossings viz., cart-track, village road, metalled/ un-metalled roads, minor water courses (MWC) etc.,(except crossings identified as \"Cased\", \"Submerged\" & \"HDD\" crossings ) and restoration of the crossing 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, - Providing drone videography of the ongoing mainline work stretches once every month or as required by the Owner/Engineer-in-Charge, - Carrying out air cleaning, gauge pigging and hydrostatic testing (to specified pressure) of the complete pipeline (excluding those HDD crossing sections not under the scope of this tender) including providing \"pre-testing\" of designated sections as approved by Engineer-in-Charge, providing all equipment, pumps, fittings, instruments, dead weight tester etc. and services, supervision, labour, consumables, testing of water, supply & injection of corrosion inhibitor, locating leaks, if any, and rectification of defects attributable to Contractor, re-testing after rectification etc. and cleaning the pipeline section after successful hydrotesting, - 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 stipulations/ conditions/ recommendation of the said authorities - Supply and installation of 1.0 mm thickness & width (D+300) warning tape 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 required) and obtaining NOC from respective land owners in respect of final restoration of their land etc, disposal of debris and returning surplus material to designated disposal areas/ storage location, as directed by Engineer-in-Charge, restoration of land, facilities and boundary wall etc. for facilities dismantled/ damaged by Contractor during construction, - 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 performance of work or for temporary or permanent incorporation in the works, and - All other acts, deeds, matters and things necessary to make the pipeline ready for commissioning and completing the works in all respects as per 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 drawings) 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 lying areas, ponds, plant area, underground utilities, pedestrian crossings, etc. except those crossings identified as \"Cased\", \"Submerged\" & \"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 relevant 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 act or omission of the Owner shall be chargeable to Contractor account. V) The Owner will supply the additional materials from its designated store/ godown (insofar as constitutes Owner-supplied materials) required for the repair/ rectification work on chargeable basis. The cost of such material shall be as determined by the Engineer-in-Charge plus an additional charge of 15% of the cost of material 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 Contractor. VI) 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 of 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 considered as a single failure for the purpose of compensation for hydrostatic test failure on account of manufacturing defect. VII) Installation of the hot-pulled bends in Mainline, including cutting beveling of pipes, fitment etc., shall be inclusive in the Mainline 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 PU coating. The cost of the same shall be deemed to be included in this item for Mainline laying. |
| 87 | 16\" |
| 88 | Laying cased crossings, by auger boring & jacking method, using casing pipes and 3LPE coated carrier pipes, according to drawings, specification(s) and providing all works, labour, inputs and materials/ consumables necessary to perform and complete the works in all respect in accordance with the contract, including collecting the pipes and other Owner-supplied materials from Owner#s issue point and loading, transporting them to site, setting out the works, aligning and welding the casing and carrier pipes, 100% radiography of weld joints of carrier pipes, field joint coating, holiday detection & repair of coating, applying atleast 2(two) coats of bitumastic paint over coat of suitable primer over casing pipe and two component epoxy coating for internal surface of casing pipe, excavating/ trenching and/or boring in all kinds of soil, including rocky strata if any, inserting the casing pipe into the bore, pre-hydrostatic testing of the carrier pipe and replacement / rectification of defects / pipes, installation of approved type of insulators throughout the cased section on the carrier pipe, carefully inserting the carrier pipe inside casing pipe by jacking/ pushing method, taking care not to damage the insulators, sealing the ends of the casing pipe with approved heat shrinkable wraparound type end seal, fixing of vent pipes at the ends of the casing pipe, priming and applying two coats of coal-tar based epoxy paint on underground portion of vent pipes, measuring final resistance between carrier pipe and casing, and doing preparation work necessary to produce correct resistance, applying one coat of primer and two coats of epoxy paint to all exposed and overground fittings & piping, proper compaction of backfill below carrier pipe at either ends, independently supporting the carrier pipe outside each end of the casing pipe by suitable RCC supports with neoprene rubber sheet below the carrier pipe, and strengthening with sand bags and proper compaction of earth below pipe, to prevent differential settlement of carrier pipe and damage to insulators, final clean-up and restoration of the site and disposal of wastes and surplus in accordance with the contract and supply of all materials (other than those specifically undertaken to be supplied by the Owner under contract) necessary for or in the performance of the work or for temporary or permanent incorporation in the works, and all other acts, matters and things necessary to make the pipeline ready for commissioning in all respect, as per directions of Site Engineer/ Engineer-in-Charge. NOTE: 1. The work of cased crossing will include the provision of temporary supports for existing installations in the road and/or railroads, the provision of diversions, the restoration of the railroad/embankment to its original state, maintenance for subsidence and all other precaution(s), work(s) and/or maintenance expressed or implied in the contract. 2. The work will also include providing necessary independent support to carrier pipe outside each end of casing pipe by suitable RCC supports, proper compaction of backfill below carrier pipe at either ends and strengthening with sand bags and/ or other suitable means so as to prevent differential settlement of the casing pipe and damage to insulators, including all labour, materials etc. as per direction of Site Engineer/ Engineer-in-Charge. 3. All materials (other than the Owner-supplied materials) required for performance of the work shall be supplied by the Contractor at his own cost. 4. Casing end seal shall be of approved type only and shall be installed by skilled personnel as per approved procedure and demonstration by manufacturer\"s representative (to be arranged by mainline contractor). 5. Carrier pipe to be brought to the desired level of crossing by providing natural gradient to trench bottom from sufficient distance and avoiding field bends so as to keep provision for any future widening of Railway/ Highway etc,. 6. Casing insulators (made of HDPE) shall be interlocking type, free from metallic nuts & bolts. |
| 89 | 16\" |
| 90 | Laying cased crossings, by auger boring & jacking method / Horizontal Directional Drilling (HDD) method using casing pipes and 3LPE coated carrier pipes according to drawings/ specification(s) and providing all works, labour, inputs and materials/ consumables necessary to perform and complete the works in all respect in accordance with the contract, taking delivery and transportation of Owner-supplied 3LPE coated pipes and bare casing pipes to the work site from designated stockpile location, inspection of the coated pipes visually and/or with holiday detector for defects, arranging all necessary intermediate storage area required thereof till the pipes are installed in permanent position, setting out the works, aligning and welding the casing and carrier pipes, 100% radiography of weld joints of carrier pipes, field joint coating, holiday detection & repair of coating, applying a layer of Poly-Urethane Coating of min. thickness 1000 microns over a coat of suitable primer to external surface of casing pipe,and two component epoxy coating of min. thickness 600 microns for internal surface of casing pipe, excavating/ trenching and / or drilling/ boring in all kinds of soil including rocky strata, inserting the casing pipe into the bore, pre-hydrostatic testing of the carrier pipe and replacement / rectification of defects / pipes, installation of HDPE insulators on the carrier pipe, carefully inserting the carrier pipe inside casing pipe by jacking/ pushing method taking care not to damage the insulator and coated carrier pipe, sealing the ends of the casing pipe, as per procedure given in specifications, with heat shrinkable wraparound type end seal of approved make, fixing of vent pipes at the ends of the casing pipe, priming and applying two coats of coal tar based epoxy paint on underground portion of vent pipes, measuring final resistance between carrier pipe and casing, and doing preparation work necessary to produce correct resistance, applying one coat of primer and two coats of epoxy paint to all exposed and overground fittings & piping, proper compaction of backfill below carrier pipe at either ends, independently supporting the carrier pipe outside each end of the casing pipe by suitable RCC supports on firm base with neoprene rubber sheet below carrier pipe and strengthening with sand bags and proper compaction of earth below pipe, to prevent settlement of carrier pipe and damage to insulators, final clean-up and restoration of the site and disposal of wastes and surplus in accordance with the contract and supply of all materials (other than those specifically undertaken to be supplied by the Owner under contract) necessary for or in the performance of the work or for temporary or permanent incorporation in the works, and all other acts, matters and things necessary to make the pipeline ready for commissioning in all respects. NOTE: 1. The work of cased crossing will include the provision of temporary supports for existing installations in the road and/or railroads, the provision of diversions, the restoration of the railroad/ embankment to its original state, maintenance for subsidence and all other precaution(s), work(s) and/or maintenance expressed or implied in the contract. 2. The work will also include providing necessary independent support to carrier pipe outside each end of casing pipe by suitable RCC supports, proper compaction of backfill below carrier pipe at either ends and strengthening with sand bags and/ or other suitable means so as to prevent differential settlement of the casing pipe and damage to insulators, including all labour, materials etc. as per direction of Site Engineer/ Engineer-in-Charge. 3. All materials (other than the Owner-supplied materials) required for performance of the work shall be supplied by the Contractor at his own cost. 4. Casing end seal shall be of approved type only and shall be installed by skilled personnel as per approved procedure and demonstration by manufacturer\"s representative (to be arranged by mainline contractor) 5. Carrier pipe to be brought to the desired level of crossing by providing natural gradient to trench botom from sufficient distance and avoiding field bends so as to keep provision for any future widening of Railway/ Highway. 6. Casing insulators (made of HDPE) shall be interlocking type, free from metallic nuts & bolts |
| 91 | 16\" |
| 92 | \"Laying submerged crossings using pipes with or without concrete sheathing across major water course crossings and providing all works ,labour, inputs and materials/consumable necessary to perform and complete the work in all respects in accordance with the contract, 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 required thereof till the pipes are installed in permanent position, arranging the required additional land for construction purpose, preparation 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/ defects, excavation of the trench to required depth, as per specifications, in all kinds of soil and conditions including rock trenching and maintenance of trench in all kinds of soil including rocky strata, if any, making bunds for stoppage of water flow, de-watering including 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 steel (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 in the performance of the work or fortemporary or permanent incorporation in the works and allotheracts, matters and things necessary to complete the pipeline/ crossings in all respects according to the contract and as per directions of Site Engineer/ Engineer-in-Charge. NOTE : I)Depending upon the site condition & location of each submerged crossing, the Engineer-in-Charge, in consultation 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 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 laying 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 the 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.\" |
| 93 | 16\" |
| 94 | \"Laying pre-coated pipes in Marshy areas with concrete sheathing including providing all equipment, works,labour, inputs and materials/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, lining up and welding the pipe, 100% radiographic inspection of weld joints, coating of field weld joints, holiday detection and repair of coating, hydrotesting testing and replacement of pipes/ defects, excavation of the trench to required depth in all kinds of soil and 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 under the contract) necessary for or in the performance of the work or fortemporary or permanent incorporation in the works and allotheracts, 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 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. 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.\" |
| 95 | 16\" |
| 96 | \"Execution of road/other crossing by Shallow Horizontal Directional Drilling (HDD) technique including mobilization & de-mobilization at site(s), supply of all materials as per the `Scope of Supply\" and all consumables, equipment, manpower & other resources and arranging the required land for site preparations and execution of, but not limited to, the following works in accordance with the specifications, drawings and as per all provisions of the contract document complete in all respect as per the instructions of the Engineer – in – charge /Site engineer. Taking delivery and transportation of Owner-supplied 3LPE coated pipes to the work site from designated stockpile location, inspection of the coated pipes visually and/or with holiday detector for defects, including arranging all necessary intermediate storage area required thereof till the pipes are installed in permanent position. 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 including 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% radiography (by X-ray), supply of films & all equipment and providing all facilities to Owner\"s representative(s) for examining radiographs, repair of defects in the welds and re-testing etc. Repair of all coating damages in the pipe section to be laid by shallow HDD method by full encirclement sleeves using suitable cut sections of approved quality of heat shrink sleeves of 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 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 (wherever 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). Installation of the pipeline and OFC conduit as a bundle crossing below the Road/ other utility horizontally by shallow HDD operation to the correct profile as per the approved drawings in a pre-reamed hole of appropriate. 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, calculations 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\" |
| 97 | 16\" |
| 98 | \"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, aggregate, sand, shuttering and all other materials, consumables, inputs, equipment for concrete sheathing required to complete the job, testing 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 pipeline. This weld joint concrete sheathing / coating shall be applied after the hydrostatic pre-test.\" |
| 99 | 16\" |
| 100 | \"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\" |
| 101 | \"Supplying, providing and filling fine sand in trenches in hard rocky stretches (Excluding additional 150mm deep trenching forrock trenching) around mainline pipe for providing a minimum padding thickness of 150 mm on top as well as at bottom of the mainline pipe. 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\"\"\" |
| 102 | 16\" |
| 103 | \"Supplying, providing and filling Soft Soil in trenches in hard rocky stretches (excluding additional 150mm deep rock trenching) around 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 Materials and sand/soft soil bags as approved by OWNER/Engineer-in-Charge, shall be provided to safeguard the pipe coating. Padding materials shall be graded soil/other suitable material containing no gravel, rock, or lumps of hard soil. The graded soil for padding shall 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 compacted 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\"\"\" |
| 104 | 16\" |
| 105 | \"Supplying & providing approved type of extruded polyethylene mesh (rock shield) on mainline pipe to protect the coating against rocky soil including supply of all inputs such as labour, materials, consumables etc. necessary to perform and complete the work in all respects in accordance with the specifications, manufacturer\"s recommendation and instructions of Site Engineer / Engineer-in-Charge. NOTE: 1. Proper lateral as well as transvers overlap shall be provided as per specifications/ manufacturers recommendation\" |
| 106 | 16\" |
| 107 | Supply of all materials necessary for fabrication and installation of kilometre posts, direction markers and warning signs at the locations as per specifications, excavating & grouting in cement concrete 1:3:6, and all other works necessary for fabrication & installation of the markers including cleaning, priming & applying two coats of coal tar based epoxy paint on underground portions, supply and application of one coat of primer and two coats of epoxy paint of approved colour and quality on overground portion, stencil letter cutting for number, direction, chainage etc. and restoration of site to original condition and all other acts, deeds, matters and things and work, labour, inputs and materials/ consumables necessary to perform and complete the work in all respects as per approved drawing & specifications and as per direction of Site Engineer / Engineer-in-Charge. |
| 108 | KILOMETER POST |
| 109 | DIRECTION MARKER |
| 110 | WARNING SIGN |
| 111 | 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 everyturning 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. |
| 112 | Carrying out air drying of the pipeline system as per specification and direction of Engineer-in-Charge including supply of all labour, materials, equipments, instruments, pigs, barrels etc. complete in all respects. |
| 113 | 16\" |
| 114 | Carrying out Nitrogen Purging of the pipeline system as per specification and direction of Engineer-in-Charge including supply of all labour, materials, equipments, instruments, pigs, barrels etc. complete in all respects. |
| 115 | 16\" |
| 116 | Mobilisation/ demobilisation of pigging tools, tackles, consumables, accessories and personnel by contractor at work site including magnetic pig, electronic geometry pig, pig tracking device, preparation and cleaning of the complete mainline / Mainline sections including HDD sections under this tender (but excluding HDD crossings not included under the scope of this tender and to be executed by separate agency) by running series of pigs for cleaning the line from debris, water & making it dry for launching calliper pigs, running of magnetic pig for cleaning of ferrous residue, launching and receiving the electronic & standard calliper pigs, including pig tracking at 5 to 10 km interval, data retrieval, interpretation of data and submission of reports in the form acceptable to the Owner, including rectification of defects observed from calliper survey, including supply of all labour, materials, equipment & instruments, calliper pigs, fabrication of launching & receiving barrels, all complete for ascertaining the geometry of the pipeline. |
| 117 | 16\" |
| 118 | Preservation of entire pipeline / pipeline sections (including HDD sections) by using inhibited water with uniform inhibitor concentration adequate for 6 (six) months preservation period as per manufacturer\"s recommendation including arranging water, testing of water, supply of inhibitor, all equipment, manpower, consumables etc. complete as per specifications and direction of Site Engineer / Engineer-in-Charge. |
| 119 | 16\" |
| 120 | Taking delivery of MOVs for mainline from Owner\"s stockpile/ godown, preparation of pup pieces of specified length from owner supplied pipes of higher wall thickness, welding of pup pieces to both sides of valves, providing instrument tappings in MOVs, hydrostatically testing the valves & installing at designated locations on the mainline in accordance with the specifications and drawings, welding & 100% radiography of weld joints, repair of weld joints etc., complete in all respect including all works and material in foundation, RCC underground valve supports etc., including PU Coating of underground portions and painting of overground portions / valve enclosure etc. with aluminium paint over a coat of primer, and including supply of all materials (other than those specifically undertaken to be supplied by the Owner), consumables & inputs complete as per specifications, drawings & instructions of Site Engineer / Engineer-in-Charge. |
| 121 | 16\" |
| 122 | \"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 fieldbends 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.\" |
| 123 | 16\" |
| 124 | Taking delivery and transportation ofbare pipes from owner\"s stockpile, transportation, unloading the pipes at manufacturer\"s works and fabrication of Long Radius (R=6D) Hot pulled induction bends having tangent length of approximately 1000m at both ends as per specification and delivery of hot pulled bends to site including visual examination, manual U.T. on the entire weld seam, bevelling of ends as per API 5L, supply of all materials, consumables, labour etc. as per specifications and direction of Site Engineer / Engineer-in-Charge. |
| 125 | 16\" |
| 126 | #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 resources and arranging the required land for site preparations and execution of, but not limited to, the following works in accordance with the specifications, drawings and as per all provisions of the contract document and instructions of the Owner. #Interpretation of data of hydrological / geo-technical surveys furnished by the Owner, carrying out fresh topographic survey of the rivers, NH, SH, Expressways, Railways, etc & developing new profile drawing for the crossing location, carrying out additional surveys required for collecting data relevant to design and construction of the crossing, performing all engineering & design calculations, preparation of all necessary construction drawings for approval of the Owner as per the provisions of contract document, preparation of detailed 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, including arranging all necessary intermediate storage area 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 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 testing of welds including 100% radiography (by X-ray), supply of films & all equipment and providing all facilities to Owner\"s representative(s) for examining radiographs, repair of defects in the.........Continued |
| 127 | ....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 approved make used for HDD crossings. #Repair of all coating damages in the pipe section to be laid by HDD method by full encirclement sleeves 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 (wherever 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-installation 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-installation hydrostatic testing of HDD pipe string (along with transition pipe section). #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. #Transportation 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 installation of carrier pipe OR as a separate HDD instalation. However, the payment and payment terms shall remain the same in both the cases. |
| 128 | UPTO 500 METERS (with OFC conduit) |
| 129 | 16\" in Normal Soil |
| 130 | 16\" in Rocky Soil |
| 131 | Gr B-SV/RCP Civil Works (Gas) |
| 132 | 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. |
| 133 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge : |
| 134 | In all kinds of soil |
| 135 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms including getting out the excavated soil and disp osal of surplus excavated soil, all works up to any lead and lift, as directed by the Engineer-in-Charge : |
| 136 | In all kinds of soil |
| 137 | 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, lead up to 50 m and lift upto 1.5m. |
| 138 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 139 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 140 | Supplying chemical emulsion (Chlorpyriphos/ Lindane emulsifiable concentrate of 20%) in sealed containers including delivery as spec ified. |
| 141 | Diluting and injecting chemical emulsion (Chlorpyriphos/ Lindane E.C. 20% with 1% concentration) for POST-CONSTRUCTIONAL anti-termit e treatment (excluding the cost of chemical emulsion) : |
| 142 | Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres/ sqm of the vertical surface of the substru cture to a depth of 300 mm including excavation channel along the wall & rodding etc. complete : |
| 143 | \"Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diamete r holes and plugging with cement mortar 1 : 2 (1 cement : 2 Coarse sand) to match the existing floor : \" |
| 144 | Treatment of existing masonry using chemical emulsion @ 1 litre per hole at 300 mm interval including drilling holes at 45 degree an d plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole : |
| 145 | Filling the excavated earth to required grade, level & profile in low lying areas including watering, ramming, compacting at optimummoisture content to 90% of Proctor\"s density consolidation by rolling with 8 to 10 tonne power rollerin 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-Chargecomplete 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. |
| 146 | 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 moisturecontent to 90% of Proctor\"s density, consolidation androlling with 8 to 10 tonne power rollerin 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. |
| 147 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 148 | 1:1.5:3 [1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived fr om natural sources] |
| 149 | 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] |
| 150 | 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] |
| 151 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natu ral sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources] |
| 152 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 Kg per square metre on dam p proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 153 | Making plinth protection 50 mm thick of cement concrete 1:3:6 [1 cement : 3 coarse sand derived from natural sources : 6 graded ston e aggregate 20 mm nominal size derived from natural sources] over 75 mm thick bed of dry brick ballast 40 mm nominal size, well ramm ed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, etc . complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direc tions of the Engineer-in-Charge. |
| 154 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishi ng and reinforcement - All work up to plinth level : |
| 155 | 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived fr om natural sources] |
| 156 | 1:2:4 [1 cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sour ces] |
| 157 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fille ts, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering , shuttering, finishing and reinforcement, with : |
| 158 | 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived fr om natural sources] |
| 159 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 Degree landings, balconies, shelves, chajjas , lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cos t of centering, shuttering, finishing and reinforcement, with : |
| 160 | 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived fr om natural sources] |
| 161 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 162 | Foundations, footings, bases of columns, etc. for mass concrete |
| 163 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 164 | Suspended floors, roofs, landings, balconies and access platform |
| 165 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 166 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 167 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level : |
| 168 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 169 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above pl inth level : |
| 170 | Thermo-Mechanically Treated bars of grade Fe-500 D or more |
| 171 | Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding downbolts 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] |
| 172 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : |
| 173 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 174 | Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in superstructure above plinth level up to fl oor V level in all shapes and sizes in : |
| 175 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 176 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Granite (of any colour and s hade) for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour an d texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matc hing pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete atall levels : |
| 177 | Area of slab up to 0.50 sqm |
| 178 | Providing and laying Burnt Terracota Tiles 12 mm thick for facia, over walls, sloping RCC Roofs etc. at all levels and locations lai d over and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colour as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specifications and d irections of the Engineer-in-Charge. |
| 179 | Providing and fixing 12 mm thick Elevational Brick Tiles for facia, vertical face of walls, etc. at all levels and locations laid ov er and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colo ur as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specification and direct ions of the Engineer-in-Charge. |
| 180 | Providing and fixing ISI marked flush door shutters conforming to IS:2202 (Part I) decorative type, core of block board constructionwith frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on bot h faces of shutters : |
| 181 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 182 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing i n position and applying a priming coat of approved steel primer all complete. |
| 183 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrange ments for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27. 5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454 (Part-1) and M.S. top co ver of required thickness for rolling shutters : |
| 184 | 80 x 1.25 mm M.S. laths with 1.25 mm thick top cover |
| 185 | Providing and fixing ball bearing for rolling shutters. |
| 186 | Supplying and fixing circular/ hexagonal M.S. Sheet ceiling fan box with clamp, 140 mm internal diameter, 73 mm height, 3 mm thick r im bottom, and top lid of 1.5 mm thick, M.S. sheet lids shall be screwed into the M.S. box by means of 3.0 mm diameter round headed screws, clamp shall be made of 12 mm diameter M.S. bar bent to shape as per standard drawings with over all length as 80 cm completein all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of t he Engineer-in-Charge. |
| 187 | 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. includingpre 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 orany 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). |
| 188 | Supplying, fitting and fixing hot dip galvinised barbed line wire through holes in fencing posts (already made in the body of the po st), tightening and fixing the wire in tight condition with straining bolts (straining bolts at end post) including the cost of cutt ing and lapping joints, making holes, straining bolts, galvanised staples, binding wires etc. 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. |
| 189 | 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]. |
| 190 | Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provision for lift ing arrangements complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifica tions and directions of the Engineer-in-Charge. |
| 191 | Supplying, fitting and fixing punched tape concertina spiral coil of 50 turns per coil having core wire of 2.6 mm diameter made of h igh carbon spring steel of high tensile strength as per IS:4454 (Part-I, Grade-II) having minimum galvanising coating thickness equi valent to 230 grams per square metre and low carbon steel strip of 0.5 mm thickness having a series of barbes punched all along the length on both sides of the strip at regular interval as per IS:513, DD quality having minimum galvanising coating thickness of 12 m icrons. Hardness of tape should be between 137-180 VPN (Victor Penetration Number). The coil should be clipped sufficiently at regul ar intervals. The coil should not be stretched for more than 6.0 m length and the minimum diameter of the coil in the closed conditi on should not be less than 600 mm complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per dr awings, specifications and directions of the Engineer-in-Charge. |
| 192 | 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. |
| 193 | Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1: 2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting ofmix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 k g of cement or as per manufacturer\"s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 194 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make & colour using acid and/or alkali resisting mor tar bedding and filling joints with acid and/or alkali resisting cement as per IS:4457, all complete as per specifcations and direct ions of the Engineer-in-Charge : |
| 195 | In flooring on a bed of 10 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) : |
| 196 | In dado/ skirting on 12 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) : |
| 197 | Providing and laying Polished Granite stone slab (Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent) flooring in required de sign and patterns, in linear as well as curvilinear portions of the building, all complete as per the architectural drawings, with 1 8 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand), laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing and polishing etc. al l complete as specified and as directed by the Engineer-in-Charge. |
| 198 | Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigmen t to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse san d) : |
| 199 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cemen t: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and poli shing complete. |
| 200 | Providing and fixing ceramic glazed floor tiles of first quality conforming to IS:15622 (thickness to be specified by the manufactur er) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by the Engineer-in-Charge i n skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cem ent slurry @ 3.3 Kg/sq.m. including pointing in white cement mixed with pigment of matching shade complete. |
| 201 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of first qualityconforming to IS:15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick be d of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including pointing the joints wit h white cement and matching pigments etc., complete. |
| 202 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the Manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 ce ment : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joints with white cement and matching pigments etc., complete : |
| 203 | Size of Tile 600x600 mm |
| 204 | Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absor ption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement basedhigh polymer modified quick set tile adhesive (water based) conforming to IS:15477, in average 6 mm thickness, including grouting o f joints. [Note: Payment for grouting of joints shall be made separately] : |
| 205 | Size of Tile 600x600 mm |
| 206 | Providing and fixing 2 mm thick P.V.C. (BHOR or equivalent make) sheet/ tile flooring on a smooth and damp proof base using rubber b ased adhesives includingrolling with light wooden roller weighing about 5 Kg, all complete including cost of preparation of subgra de, damp proof course consisting of 30 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm n ominal size) as directed by the Engineer-in-Charge. |
| 207 | Providing gola 75x75 mm (in 75x75 mm deep chase) in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and do wn gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design. |
| 208 | Making Khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggr egate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse s and) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 209 | Providing and fixing on wall face Unplasticised Rigid PVC (uPVC) rainwater pipes (110 mm diameter, single socketed) conforming to IS :13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion. |
| 210 | Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un-plasticised Rigid PVC rainwater pipe s conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion : |
| 211 | Coupler (110 mm) |
| 212 | Single Push-fit Coupler (110 mm) |
| 213 | Bend- 87.5 Degrees (110 mm) |
| 214 | Shoe - Plain (110 mm) |
| 215 | Providing and fixing LUXALON 75C & 225C un-perforated Aluminium panel coloured ceiling manufactured by M/s. HUNTER DOUGLAS INDIA or any other approved equivalent brand, each panel consisting of 75/225 mm wide x 15.5 mm deep and 0.5 mm thick with bevel edged panel made from enamelled corrosion resistance aluminium alloy AA-5050 (Al.Mg), each panel to abut each other with a narrow \"V\" groove, cl ipping with a baked enamelled aluminium panel carrier of 32 mm wide x 39 mm deep x 0.95 mm thick in standard length of 5 metres madeof double baked enamelled aluminium alloy AA-5050 (Al.Mg) black with cutouts to hold the panels in a module of 75 mm closed at a di stance of 1.25 metre, each panel carrier suspended by means of G.I. suspension rod 4 mm diameter and a galvanised supsension spring clip at a distance of 1.7 metre centre to centre, making openings for light fittings etc. with suitable peimeter framing all complet e as per manufacturer\"s recommendation and directions of the Engineer-in-Charge. [Note: Measurement shall be made wall to wall witho ut any deduction for openings, for payment purpose]. |
| 216 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 217 | 1:6 (1 cement : 6 fine sand) |
| 218 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 219 | 1:6 (1 cement : 6 coarse sand) |
| 220 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) |
| 221 | 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. |
| 222 | Neat cement punning. |
| 223 | Providing & fixing galvanized chicken wire net 20 Gauge, 20 mm mesh size in plastering work at the junction of RCC Columns/ Beams & brickwork as directed by the Engineer-in-Charge. |
| 224 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : |
| 225 | Water thinnable cement primer |
| 226 | Finishing walls with textured exterior paint of required shade : |
| 227 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 228 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 229 | Two or more coats on new work |
| 230 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wa ll surface to prepare the surface even and smooth complete. |
| 231 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 gra ms/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour : |
| 232 | Two coats |
| 233 | 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. |
| 234 | Supplying and stacking at site : |
| 235 | 90 mm to 45 mm size stone aggregate |
| 236 | Stone screening 13.2 mm nominal size (Type A) |
| 237 | Moorum |
| 238 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rollin g with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite ty pe of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 239 | Surface dressing on new surface with paving bitumen of grade VG-10 of approved quality using 2.25 Kg of bitumen per sqm with 1.65 cu m of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capa city etc. complete. |
| 240 | Providing and laying design mix reinforced cement concrete of M-30 grade in roads/ taxi tracks/ runways, using cement content as perdesign mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specifi ed design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading, levelling to required s lope/ camber and compacting mechanically by using screed board vibrators, vaccum dewatering process and finally finishing in require d texture by floating & brooming with wire brush, including steel form work with sturdy M.S. channel sections, curing, making provis ion for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing ex pansion joints as per drawing including dowel cap, sponge, sealing tape, bitumen painting, debonding tape and filling joints with ap proved joint filler and sealants, complete all as per direction of the Engineer-in-Charge. [Notes: (1) Item of joint fillers, sealan ts, dowel bars with sleeve/ tie bars to be paid separately. (2) The item rate is inclusive of cost of dowel cap, sponge, sealing tap e, bitumen painting, debonding tape. (3) Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design m ix is payable/ recoverable separately]. |
| 241 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer |
| 242 | Providing and fixing in position pre-moulded joint filler in expansion joints. [Note: Unit \"CM\" shall mean \"PER CENTIMETRE DEPTH PERCENTIMETRE WIDTH PER METRE LENGTH\"]. |
| 243 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. : |
| 244 | Using Grade \"A\" sealing compound. [Note: Unit \"CM\" shall mean \"PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH\"]. |
| 245 | Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS :164, on bituminous surface in white/ yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign mate rial etc. complete : |
| 246 | New work (Two or more coats) |
| 247 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic materi al by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank hea ter and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the ro ad surface of all dirt, seals, oil, grease and foreign material etc. complete as per directions of the Engineer-in-Charge and accord ance with applicable specifications. |
| 248 | 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 : |
| 249 | 80mm thick Cement Concrete paver block of M-30 grade with approved colour, design & pattern. |
| 250 | 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) PrecastC.C. kerb stones shall be approved by the Engineer-in-Charge.] |
| 251 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS:7231, with allfittings and fixtures complete, including cutting and making good the walls and floors wherever required : |
| 252 | W.C. pan with ISI marked white solid plastic seat and lid. |
| 253 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I cl amps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 254 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 255 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, includ ing painting of fittings and brackets, cutting and making good the walls wherever require : |
| 256 | White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap |
| 257 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete : |
| 258 | Flexible Pipe : |
| 259 | 32 mm diameter |
| 260 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board grou nd fixed to wooden cleats with C.P. brass screws and washers complete. |
| 261 | Providing and fixing toilet paper holder : |
| 262 | C.P. Brass (Ref. Make: JAQUAR, Model: Cat. No.-1151 or approved equivalent). |
| 263 | Re-painting sand cast iron/ centrifugally cast iron (spun) iron, soil, waste, vent pipes and fittings with one coat of synthetic ena mel paint of any colour such as chocolate, grey or buff, etc. : |
| 264 | 75 mm diameter pipe |
| 265 | Providing and fixing the following washroom fittings, complete in all respects; inclusive of cost of all materials, labour, tools, t ackles etc. as per specifications and directions of the Engineer-in-Charge : |
| 266 | Stainless steel liquid soap container (spring loaded push type) with lid and brackets fixed to P.V.C. cleats with C.P. brass screws,etc. |
| 267 | C.P. brass double coat hook (Ref. Make: JAQUAR, Model: Cat. No. 1161 or approved equivalent). |
| 268 | Internal Work - Exposed on wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. Th is includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per directions of the E ngineer-in-Charge : |
| 269 | 15 mm nominal outer dia pipes |
| 270 | 20 mm nominal outer dia pipes |
| 271 | 25 mm nominal outer dia pipes |
| 272 | 32 mm nominal outer dia pipes |
| 273 | Internal Work - Concealed in wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for ho t & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This i ncludes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same inclu ding testing of joints complete as per directions of the Engineer-in-Charge : |
| 274 | 15 mm nominal dia pipes |
| 275 | 20 mm nominal dia pipes |
| 276 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 277 | 25 mm nominal bore |
| 278 | 32 mm nominal bore |
| 279 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms: |
| 280 | 15 mm nominal bore |
| 281 | Providing and fixing 15mm diameter C.P. brass tap as per following with C.P. brass flange including cutting & making good the walls wherever required, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specificatio ns and directions of the Engineer-in-Charge : |
| 282 | Bib Cock (Ref. Make: JAQUAR, Model: Cat. No. 0021 or approved equivelent) |
| 283 | Providing and fixing 15mm diameter C.P. brass angle valve as per following with C.P. copper connecting pipe 375mm long or as require d including nuts, washers, C.P. brass flange, etc. including cutting & making good the walls wherever required, etc. complete in allrespects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Ch arge : |
| 284 | Angle Valve (Ref. Make: JAQUAR, Model: Cat. No. 0053 or approved equivalent) |
| 285 | Providing and fixing 15mm diameter C.P. brass stop cock with wall flange (Ref. Make: JAQUAR, Model: Cat. No. 0933 or approved equiva lent), male end with C.P. copper connecting pipe 375mm long or as required including nuts, washers, C.P. brass flange etc. includingcutting & making good the walls wherever required complete in all respects inclusive of cost of all materials, labour, tools, tackl es etc. as per specifications and directions of the Engineer-in-Charge. |
| 286 | Providing & fixing Angle Valve(Ref. Make: JAQUAR, Model: Cat. No. 563 or approved equivalent) and Health Faucet with flexible tube8mm diameter x 1.5 m long (Ref. Make: JAQUAR, Model: Cat. No. 549 or approved equivalent). |
| 287 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover (Ref. Make: SINTEX or approved equival ent), conforming to ISI:12701, colour of opaque white or as approved by the Engineer-in-Charge. The rate includes making necessary h oles for inlet, outlet & overflow pipes. The base support including fittings & fixtures for tank shall be paid separately. |
| 288 | Providing, laying and jointing glazed stoneware pipes Class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cem ent : 1 fine sand) including testing of joints etc. complete : |
| 289 | 150 mm diameter |
| 290 | 200 mm diameter |
| 291 | 250 mm diameter |
| 292 | Providing and fixing square mouth S.W. gully trap class SP-1 complete with C.I. grating, brick masonry chamber with water tight C.I.cover with frame of 300x300 mm size (inside dimension). The brick masonary chamber shall be constructed with common burnt clay F.P. S. (Non-modular) bricks of class designation 7.5. [Note: Weight of the cover shall not less than 4.50 kg and weight of the frame sha ll not be less than 2.70 kg as per standard design] : |
| 293 | 100x100 mm size P-type |
| 294 | 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 : |
| 295 | 250 mm dia. R.C.C. pipe |
| 296 | 300 mm dia. R.C.C. pipe |
| 297 | 450 mm dia. R.C.C. pipe |
| 298 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cemen t mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 299 | 450 mm dia R.C.C. pipes |
| 300 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with common burnt clay F.P.S. (Non-modular) bri cks of class designation 7.5 in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 Kg and weight of frame 15 Kg), R.C.C. topslab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cemen t : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : |
| 301 | Inside dimensions 455x610 mm and 45 cm deep for single pipeline : |
| 302 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diam eter, 1.8 m long complete as per standard design : |
| 303 | With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 |
| 304 | Constructing brick masonry Septic Tank with brickwork in cement mortar 1:6 including R.C.C. 1:2:4 (1 cement : 2 sand : 4 graded coar se aggregate) top slab, C.I. cover all as per standard drawing, etc. complete in all respects inclusive of cost of all materials, la bour, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge : |
| 305 | For 10 Users |
| 306 | Constructing percolation pit of size 3.0m diameter and 2.0m deep, filled with 40 mm size brick ballast including providing suitable pre-cast RCC covers with lifting lugs, laying of 150mm diameter x 5.0m long U.P.V.C. pipe embedded in pit/ outlet pipe all complete as per specification and directions of the Engineer-in-Charge. |
| 307 | Providing and fixing self cleaning S.C.I. heavy quality Floor/ Nahani trap with 100mm diameter inlet and 100mm diameter outlet, 125m m C.P. brass grating (heavy type) with or without vent arm including cost of cutting and making good the walls and floors, jointing with lead caulked joints, connecting with waste water pipe etc. complete in all respects inclusive of cost of all materials, labour,tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 308 | Providing and fixing 32mm diameter (Nominal Bore) brass ball valve of approved quality complete with high pressure copper floats, co mplete in all respects inclusive of cost of all materials, labour, tools, tackles, etc. complete as per specifications and direction s of the Engineer-in-Charge. |
| 309 | 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 insideand 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. |
| 310 | Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick fo undation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm size) and inside and top plastering (15mm thic k) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections to dr ains inclusive ofall labour, material, equipment, etc., all complete as per drawing, specifications and directions of the Engineer -in-Charge : |
| 311 | 1000mm x 1000mm x depth up to 1200mm inner dimensions. |
| 312 | 750mm x 750mm x depth up to 1000mm inner dimensions |
| 313 | 600mm x 600mm x depth up to 750mm inner dimensions |
| 314 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and lengt h below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the le ngth of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads [No tes: (1) Length of pile for payment shall be measured up to bottom of pile cap. (2) Truck Mounted rotary/ TMR/ Tubewell boring machi ne shall not be used] : |
| 315 | 450 mm diameter piles |
| 316 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified dia meter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost ofsteel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. [Note: Length of pile for payment shall be measured upto to the bottom of pile cap] : |
| 317 | 400 mm diameter piles |
| 318 | Vertical load testing of piles in accordance with IS:2911 (Part-IV) including installation of loading platform by Kentledge/ Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per sp ecification & the direction of the Engineer-In-Charge. [Notes : (1) Initial and Routine Load Test shall not be carried out by Dynami c method of testing. (2) Testing agency shall submitt the design of loading platform for the approval of the Engineer-in-Charge.] : |
| 319 | Single pile up to 50 tonne Safe Capacity : |
| 320 | Initial Test (Test Load 2.5 times the Safe Capacity) [Note: Unit \"EA\" shall mean \"PER TEST\"] |
| 321 | Routine Test (Test Load 1.5 times the Safe Capacity) [Note: Unit \"EA\" shall mean \"PER TEST\"] |
| 322 | Group of two or more piles up to 50 tonne Safe Capacity : |
| 323 | Initial Test (Test Load 2.5 times the Safe Capacity) [Note: Unit \"EA\" shall mean \"PER TEST\"] |
| 324 | Routine Test (Test Load 1.5 times the Safe Capacity) [Note: Unit \"EA\" shall mean \"PER TEST\"] |
| 325 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of requireddia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neopre ne gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural d rawings and the directions of the Engineer-in-Charge. [Note: Glazing, paneling and dash fasteners to be paid for separately] : |
| 326 | For fixed portion : |
| 327 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) |
| 328 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittin gs wherever required including the cost of EPDM rubber/ neoprene gasket required. [Note: Fittings shall be paid for separately] : |
| 329 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) |
| 330 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket et c. complete as per the architectural drawings and directions of the Engineer-in-Charge. [Note: Cost of aluminium snap beading shall be paid in basic item] : |
| 331 | With float glass panes of 5.50 mm thickness |
| 332 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS:6315, having brand logoembossed on the body/ plate with double spring mechanism and door weight up to 125 Kg, for doors, including cost of cutting floors,embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivotand single piece M.S. sheet outer box with slide plate etc. complete as per directions of the Engineer-in-Charge. : |
| 333 | With stainless steel cover plate minimum 1.25 mm thickness |
| 334 | Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per d irections of the Engineer-in-Charge : |
| 335 | Powder coated (Minimum thickness 50 micron) aluminium tubular handle bar |
| 336 | Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for al uminium doors including necessary cutting and making good etc. complete. |
| 337 | Providing and fixing, on fixed glazing/ doors/ window panes, sun control film \"HP NATURAL 35 SAFETY COMBINATION FILM-4Mil\" of M/s. G ARWARE or approved equivalent make and shade, all complete as per manufacturer\"s specification and as per directions of the Engineer -in-Charge. |
| 338 | Grading roof for water proofing treatment with : |
| 339 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 340 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflec tivity Index (SRI) of 105 on top of concrete roof in three coats @ 10.76 litre/10 sqm. One coat of self-priming of elastomeric water proofing liquid (dilution with water in the ratio of3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thi ckness of complete application/ system not less than 500 microns). The operation shall be carried out after scrapping and properly c leaning the surface to remove loose particles with wire brushes, complete in all respect as per directions of the Engineer-in-Charge . |
| 341 | Supplying and using water proofing compound like CICO, PUDDLE or any other approved brand with Cement Plaster/ CC/ RCC complete in a ll respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the En gineer-in-Charge. |
| 342 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, forall leads & lifts, all complete as per directions of the Engineer-in-Charge. |
| 343 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulde rs, in required thickness, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. |
| 344 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravellayer, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. |
| 345 | 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. |
| 346 | Gr B-CSW Civil Works (Gas) |
| 347 | 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. |
| 348 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge : |
| 349 | In all kinds of soil |
| 350 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms including getting out the excavated soil and disp osal of surplus excavated soil, all works up to any lead and lift, as directed by the Engineer-in-Charge : |
| 351 | In all kinds of soil |
| 352 | 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, lead up to 50 m and lift upto 1.5m. |
| 353 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 354 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 355 | Supplying chemical emulsion (Chlorpyriphos/ Lindane emulsifiable concentrate of 20%) in sealed containers including delivery as spec ified. |
| 356 | Diluting and injecting chemical emulsion (Chlorpyriphos/ Lindane E.C. 20% with 1% concentration) for POST-CONSTRUCTIONAL anti-termit e treatment (excluding the cost of chemical emulsion) : |
| 357 | Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres/ sqm of the vertical surface of the substru cture to a depth of 300 mm including excavation channel along the wall & rodding etc. complete : |
| 358 | \"Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diamete r holes and plugging with cement mortar 1 : 2 (1 cement : 2 Coarse sand) to match the existing floor : \" |
| 359 | Treatment of existing masonry using chemical emulsion @ 1 litre per hole at 300 mm interval including drilling holes at 45 degree an d plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole : |
| 360 | Filling the excavated earth to required grade, level & profile in low lying areas including watering, ramming, compacting at optimummoisture content to 90% of Proctor\"s density consolidation by rolling with 8 to 10 tonne power rollerin 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-Chargecomplete 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. |
| 361 | 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 moisturecontent to 90% of Proctor\"s density, consolidation androlling with 8 to 10 tonne power rollerin 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. |
| 362 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 363 | 1:1.5:3 [1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived fr om natural sources] |
| 364 | 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] |
| 365 | 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] |
| 366 | 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] |
| 367 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natu ral sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources] |
| 368 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 Kg per square metre on dam p proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 369 | Making plinth protection 50 mm thick of cement concrete 1:3:6 [1 cement : 3 coarse sand derived from natural sources : 6 graded ston e aggregate 20 mm nominal size derived from natural sources] over 75 mm thick bed of dry brick ballast 40 mm nominal size, well ramm ed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, etc . complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direc tions of the Engineer-in-Charge. |
| 370 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishi ng and reinforcement - All work up to plinth level : |
| 371 | 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived fr om natural sources] |
| 372 | 1:2:4 [1 cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sour ces] |
| 373 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fille ts, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering , shuttering, finishing and reinforcement, with : |
| 374 | 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived fr om natural sources] |
| 375 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 Degree landings, balconies, shelves, chajjas , lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cos t of centering, shuttering, finishing and reinforcement, with : |
| 376 | 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived fr om natural sources] |
| 377 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 378 | Foundations, footings, bases of columns, etc. for mass concrete |
| 379 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 380 | Suspended floors, roofs, landings, balconies and access platform |
| 381 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 382 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 383 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level : |
| 384 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 385 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above pl inth level : |
| 386 | Thermo-Mechanically Treated bars of grade Fe-500 D or more |
| 387 | Extra for providing richer mixes at all floor levels. [Note: Excess/ less cement over the specified cement content used is payable/ recoverable separately] : |
| 388 | Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. [Note: Cement content considered in M-30 is @ 340 Kg/cum] |
| 389 | Add for using extra cement in the items of design mix over and above the specified cement content therein. [Note: Unit \"QN\" shall me an \"QUINTAL\"] |
| 390 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using coarse aggregate as wellas fine aggregate derived from natural sources and cement content as per approved design mix, manufactured in fully automatic batch ing plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , ex cluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as pe r IS:9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per directionsof the Engineer-in-Charge. [Note : Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design m ix is payable/ recoverable separately] : |
| 391 | All works upto plinth level |
| 392 | Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding downbolts 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] |
| 393 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : |
| 394 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 395 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 396 | Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in superstructure above plinth level up to fl oor V level in all shapes and sizes in : |
| 397 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 398 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Granite (of any colour and s hade) for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour an d texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matc hing pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete atall levels : |
| 399 | Area of slab up to 0.50 sqm |
| 400 | Providing and laying Burnt Terracota Tiles 12 mm thick for facia, over walls, sloping RCC Roofs etc. at all levels and locations lai d over and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colour as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specifications and d irections of the Engineer-in-Charge. |
| 401 | Providing and fixing 12 mm thick Elevational Brick Tiles for facia, vertical face of walls, etc. at all levels and locations laid ov er and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colo ur as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specification and direct ions of the Engineer-in-Charge. |
| 402 | Providing and fixing ISI marked flush door shutters conforming to IS:2202 (Part I) decorative type, core of block board constructionwith frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on bot h faces of shutters : |
| 403 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 404 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing i n position and applying a priming coat of approved steel primer all complete. |
| 405 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrange ments for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27. 5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454 (Part-1) and M.S. top co ver of required thickness for rolling shutters : |
| 406 | 80 x 1.25 mm M.S. laths with 1.25 mm thick top cover |
| 407 | Providing and fixing ball bearing for rolling shutters. |
| 408 | Supplying and fixing circular/ hexagonal M.S. Sheet ceiling fan box with clamp, 140 mm internal diameter, 73 mm height, 3 mm thick r im bottom, and top lid of 1.5 mm thick, M.S. sheet lids shall be screwed into the M.S. box by means of 3.0 mm diameter round headed screws, clamp shall be made of 12 mm diameter M.S. bar bent to shape as per standard drawings with over all length as 80 cm completein all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of t he Engineer-in-Charge. |
| 409 | 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. includingpre 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 orany 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). |
| 410 | Supplying, fitting and fixing hot dip galvinised barbed line wire through holes in fencing posts (already made in the body of the po st), tightening and fixing the wire in tight condition with straining bolts (straining bolts at end post) including the cost of cutt ing and lapping joints, making holes, straining bolts, galvanised staples, binding wires etc. 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. |
| 411 | 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]. |
| 412 | Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provision for lift ing arrangements complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifica tions and directions of the Engineer-in-Charge. |
| 413 | Supplying, fitting and fixing punched tape concertina spiral coil of 50 turns per coil having core wire of 2.6 mm diameter made of h igh carbon spring steel of high tensile strength as per IS:4454 (Part-I, Grade-II) having minimum galvanising coating thickness equi valent to 230 grams per square metre and low carbon steel strip of 0.5 mm thickness having a series of barbes punched all along the length on both sides of the strip at regular interval as per IS:513, DD quality having minimum galvanising coating thickness of 12 m icrons. Hardness of tape should be between 137-180 VPN (Victor Penetration Number). The coil should be clipped sufficiently at regul ar intervals. The coil should not be stretched for more than 6.0 m length and the minimum diameter of the coil in the closed conditi on should not be less than 600 mm complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per dr awings, specifications and directions of the Engineer-in-Charge. |
| 414 | 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. |
| 415 | Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1: 2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting ofmix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 k g of cement or as per manufacturer\"s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 416 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make & colour using acid and/or alkali resisting mor tar bedding and filling joints with acid and/or alkali resisting cement as per IS:4457, all complete as per specifcations and direct ions of the Engineer-in-Charge : |
| 417 | In flooring on a bed of 10 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) : |
| 418 | In dado/ skirting on 12 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) : |
| 419 | Providing and laying Polished Granite stone slab (Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent) flooring in required de sign and patterns, in linear as well as curvilinear portions of the building, all complete as per the architectural drawings, with 1 8 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand), laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing and polishing etc. al l complete as specified and as directed by the Engineer-in-Charge. |
| 420 | Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigmen t to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse san d) : |
| 421 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cemen t: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and poli shing complete. |
| 422 | Providing and fixing ceramic glazed floor tiles of first quality conforming to IS:15622 (thickness to be specified by the manufactur er) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by the Engineer-in-Charge i n skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cem ent slurry @ 3.3 Kg/sq.m. including pointing in white cement mixed with pigment of matching shade complete. |
| 423 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of first qualityconforming to IS:15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick be d of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including pointing the joints wit h white cement and matching pigments etc., complete. |
| 424 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the Manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 ce ment : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joints with white cement and matching pigments etc., complete : |
| 425 | Size of Tile 600x600 mm |
| 426 | Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absor ption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement basedhigh polymer modified quick set tile adhesive (water based) conforming to IS:15477, in average 6 mm thickness, including grouting o f joints. [Note: Payment for grouting of joints shall be made separately] : |
| 427 | Size of Tile 600x600 mm |
| 428 | Providing and fixing 2 mm thick P.V.C. (BHOR or equivalent make) sheet/ tile flooring on a smooth and damp proof base using rubber b ased adhesives includingrolling with light wooden roller weighing about 5 Kg, all complete including cost of preparation of subgra de, damp proof course consisting of 30 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm n ominal size) as directed by the Engineer-in-Charge. |
| 429 | Providing gola 75x75 mm (in 75x75 mm deep chase) in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and do wn gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design. |
| 430 | Making Khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggr egate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse s and) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 431 | Providing and fixing on wall face Unplasticised Rigid PVC (uPVC) rainwater pipes (110 mm diameter, single socketed) conforming to IS :13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion. |
| 432 | Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un-plasticised Rigid PVC rainwater pipe s conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion : |
| 433 | Coupler (110 mm) |
| 434 | Single Push-fit Coupler (110 mm) |
| 435 | Bend- 87.5 Degrees (110 mm) |
| 436 | Shoe - Plain (110 mm) |
| 437 | Providing and fixing LUXALON 75C & 225C un-perforated Aluminium panel coloured ceiling manufactured by M/s. HUNTER DOUGLAS INDIA or any other approved equivalent brand, each panel consisting of 75/225 mm wide x 15.5 mm deep and 0.5 mm thick with bevel edged panel made from enamelled corrosion resistance aluminium alloy AA-5050 (Al.Mg), each panel to abut each other with a narrow \"V\" groove, cl ipping with a baked enamelled aluminium panel carrier of 32 mm wide x 39 mm deep x 0.95 mm thick in standard length of 5 metres madeof double baked enamelled aluminium alloy AA-5050 (Al.Mg) black with cutouts to hold the panels in a module of 75 mm closed at a di stance of 1.25 metre, each panel carrier suspended by means of G.I. suspension rod 4 mm diameter and a galvanised supsension spring clip at a distance of 1.7 metre centre to centre, making openings for light fittings etc. with suitable peimeter framing all complet e as per manufacturer\"s recommendation and directions of the Engineer-in-Charge. [Note: Measurement shall be made wall to wall witho ut any deduction for openings, for payment purpose]. |
| 438 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 439 | 1:6 (1 cement : 6 fine sand) |
| 440 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 441 | 1:6 (1 cement : 6 coarse sand) |
| 442 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) |
| 443 | 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. |
| 444 | Neat cement punning. |
| 445 | Providing & fixing galvanized chicken wire net 20 Gauge, 20 mm mesh size in plastering work at the junction of RCC Columns/ Beams & brickwork as directed by the Engineer-in-Charge. |
| 446 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : |
| 447 | Water thinnable cement primer |
| 448 | Finishing walls with water proofing cement paint of required shade : |
| 449 | New work (Two or more coats applied @ 3.84 Kg/10 sqm) |
| 450 | Finishing walls with textured exterior paint of required shade : |
| 451 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 452 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 453 | Two or more coats on new work |
| 454 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wa ll surface to prepare the surface even and smooth complete. |
| 455 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 gra ms/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour : |
| 456 | Two coats |
| 457 | Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, blac k finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of me mbrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemi cal parameters of the membrane shall be as under : (a) Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5 cm. (b) Tear strength in longitudinal and transverse direction as 300/250N. (c) Softening point of membrane not less than 150°C. (d)Cold flexibility shall be up to -2°C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane. |
| 458 | Extra for covering top of membrane with Geotextile, 120 GSM non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membra ne with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. |
| 459 | 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. |
| 460 | Supplying and stacking at site : |
| 461 | 90 mm to 45 mm size stone aggregate |
| 462 | 63 mm to 45 mm size stone aggregate |
| 463 | Stone screening 13.2 mm nominal size (Type A) |
| 464 | Moorum |
| 465 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rollin g with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite ty pe of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 466 | Surface dressing on new surface with paving bitumen of grade VG-10 of approved quality using 2.25 Kg of bitumen per sqm with 1.65 cu m of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capa city etc. complete. |
| 467 | Surface dressing one coat on new surface with bitumen of specified grade at a rate of 1.95 Kg/sqm of surface area with 1.5 cum of st one chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity, e tc. complete : |
| 468 | Using Bitumen Emulsion (Minimum 50% bitumen content- RS grade conforming to IS:8887) |
| 469 | Providing and laying design mix reinforced cement concrete of M-30 grade in roads/ taxi tracks/ runways, using cement content as perdesign mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specifi ed design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading, levelling to required s lope/ camber and compacting mechanically by using screed board vibrators, vaccum dewatering process and finally finishing in require d texture by floating & brooming with wire brush, including steel form work with sturdy M.S. channel sections, curing, making provis ion for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing ex pansion joints as per drawing including dowel cap, sponge, sealing tape, bitumen painting, debonding tape and filling joints with ap proved joint filler and sealants, complete all as per direction of the Engineer-in-Charge. [Notes: (1) Item of joint fillers, sealan ts, dowel bars with sleeve/ tie bars to be paid separately. (2) The item rate is inclusive of cost of dowel cap, sponge, sealing tap e, bitumen painting, debonding tape. (3) Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design m ix is payable/ recoverable separately]. |
| 470 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer |
| 471 | Providing and fixing in position pre-moulded joint filler in expansion joints. [Note: Unit \"CM\" shall mean \"PER CENTIMETRE DEPTH PERCENTIMETRE WIDTH PER METRE LENGTH\"]. |
| 472 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. : |
| 473 | Using Grade \"A\" sealing compound. [Note: Unit \"CM\" shall mean \"PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH\"]. |
| 474 | Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS :164, on bituminous surface in white/ yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign mate rial etc. complete : |
| 475 | New work (Two or more coats) |
| 476 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic materi al by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank hea ter and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the ro ad surface of all dirt, seals, oil, grease and foreign material etc. complete as per directions of the Engineer-in-Charge and accord ance with applicable specifications. |
| 477 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transpo rted to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desire d compaction and density, complete as per specificatons and directions of the Engineer-in-Charge : |
| 478 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch T ype Hot Mix Plant of 100-120 TPH capacity. |
| 479 | 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 : |
| 480 | 80mm thick Cement Concrete paver block of M-30 grade with approved colour, design & pattern. |
| 481 | 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) PrecastC.C. kerb stones shall be approved by the Engineer-in-Charge.] |
| 482 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS:7231, with allfittings and fixtures complete, including cutting and making good the walls and floors wherever required : |
| 483 | W.C. pan with ISI marked white solid plastic seat and lid. |
| 484 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I cl amps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 485 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 486 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, includ ing painting of fittings and brackets, cutting and making good the walls wherever require : |
| 487 | White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap |
| 488 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete : |
| 489 | Flexible Pipe : |
| 490 | 32 mm diameter |
| 491 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board grou nd fixed to wooden cleats with C.P. brass screws and washers complete. |
| 492 | Providing and fixing toilet paper holder : |
| 493 | C.P. Brass (Ref. Make: JAQUAR, Model: Cat. No.-1151 or approved equivalent). |
| 494 | Re-painting sand cast iron/ centrifugally cast iron (spun) iron, soil, waste, vent pipes and fittings with one coat of synthetic ena mel paint of any colour such as chocolate, grey or buff, etc. : |
| 495 | 75 mm diameter pipe |
| 496 | Providing and fixing the following washroom fittings, complete in all respects; inclusive of cost of all materials, labour, tools, t ackles etc. as per specifications and directions of the Engineer-in-Charge : |
| 497 | Stainless steel liquid soap container (spring loaded push type) with lid and brackets fixed to P.V.C. cleats with C.P. brass screws,etc. |
| 498 | C.P. brass double coat hook (Ref. Make: JAQUAR, Model: Cat. No. 1161 or approved equivalent). |
| 499 | Internal Work - Exposed on wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. Th is includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per directions of the E ngineer-in-Charge : |
| 500 | 15 mm nominal outer dia pipes |
| 501 | 20 mm nominal outer dia pipes |
| 502 | 25 mm nominal outer dia pipes |
| 503 | 32 mm nominal outer dia pipes |
| 504 | Internal Work - Concealed in wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for ho t & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This i ncludes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same inclu ding testing of joints complete as per directions of the Engineer-in-Charge : |
| 505 | 15 mm nominal dia pipes |
| 506 | 20 mm nominal dia pipes |
| 507 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 508 | 25 mm nominal bore |
| 509 | 32 mm nominal bore |
| 510 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms: |
| 511 | 15 mm nominal bore |
| 512 | Providing and fixing 15mm diameter C.P. brass tap as per following with C.P. brass flange including cutting & making good the walls wherever required, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specificatio ns and directions of the Engineer-in-Charge : |
| 513 | Bib Cock (Ref. Make: JAQUAR, Model: Cat. No. 0021 or approved equivelent) |
| 514 | Providing and fixing 15mm diameter C.P. brass angle valve as per following with C.P. copper connecting pipe 375mm long or as require d including nuts, washers, C.P. brass flange, etc. including cutting & making good the walls wherever required, etc. complete in allrespects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Ch arge : |
| 515 | Angle Valve (Ref. Make: JAQUAR, Model: Cat. No. 0053 or approved equivalent) |
| 516 | Providing and fixing 15mm diameter C.P. brass stop cock with wall flange (Ref. Make: JAQUAR, Model: Cat. No. 0933 or approved equiva lent), male end with C.P. copper connecting pipe 375mm long or as required including nuts, washers, C.P. brass flange etc. includingcutting & making good the walls wherever required complete in all respects inclusive of cost of all materials, labour, tools, tackl es etc. as per specifications and directions of the Engineer-in-Charge. |
| 517 | Providing & fixing Angle Valve(Ref. Make: JAQUAR, Model: Cat. No. 563 or approved equivalent) and Health Faucet with flexible tube8mm diameter x 1.5 m long (Ref. Make: JAQUAR, Model: Cat. No. 549 or approved equivalent). |
| 518 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover (Ref. Make: SINTEX or approved equival ent), conforming to ISI:12701, colour of opaque white or as approved by the Engineer-in-Charge. The rate includes making necessary h oles for inlet, outlet & overflow pipes. The base support including fittings & fixtures for tank shall be paid separately. |
| 519 | Providing, laying and jointing glazed stoneware pipes Class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cem ent : 1 fine sand) including testing of joints etc. complete : |
| 520 | 150 mm diameter |
| 521 | 200 mm diameter |
| 522 | 250 mm diameter |
| 523 | Providing and fixing square mouth S.W. gully trap class SP-1 complete with C.I. grating, brick masonry chamber with water tight C.I.cover with frame of 300x300 mm size (inside dimension). The brick masonary chamber shall be constructed with common burnt clay F.P. S. (Non-modular) bricks of class designation 7.5. [Note: Weight of the cover shall not less than 4.50 kg and weight of the frame sha ll not be less than 2.70 kg as per standard design] : |
| 524 | 100x100 mm size P-type |
| 525 | 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 : |
| 526 | 250 mm dia. R.C.C. pipe |
| 527 | 300 mm dia. R.C.C. pipe |
| 528 | 450 mm dia. R.C.C. pipe |
| 529 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cemen t mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 530 | 450 mm dia R.C.C. pipes |
| 531 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with common burnt clay F.P.S. (Non-modular) bri cks of class designation 7.5 in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 Kg and weight of frame 15 Kg), R.C.C. topslab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cemen t : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : |
| 532 | Inside dimensions 455x610 mm and 45 cm deep for single pipeline : |
| 533 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diam eter, 1.8 m long complete as per standard design : |
| 534 | With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 |
| 535 | Constructing brick masonry Septic Tank with brickwork in cement mortar 1:6 including R.C.C. 1:2:4 (1 cement : 2 sand : 4 graded coar se aggregate) top slab, C.I. cover all as per standard drawing, etc. complete in all respects inclusive of cost of all materials, la bour, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge : |
| 536 | For 10 Users |
| 537 | Constructing percolation pit of size 3.0m diameter and 2.0m deep, filled with 40 mm size brick ballast including providing suitable pre-cast RCC covers with lifting lugs, laying of 150mm diameter x 5.0m long U.P.V.C. pipe embedded in pit/ outlet pipe all complete as per specification and directions of the Engineer-in-Charge. |
| 538 | Providing and fixing self cleaning S.C.I. heavy quality Floor/ Nahani trap with 100mm diameter inlet and 100mm diameter outlet, 125m m C.P. brass grating (heavy type) with or without vent arm including cost of cutting and making good the walls and floors, jointing with lead caulked joints, connecting with waste water pipe etc. complete in all respects inclusive of cost of all materials, labour,tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 539 | Providing and fixing 32mm diameter (Nominal Bore) brass ball valve of approved quality complete with high pressure copper floats, co mplete in all respects inclusive of cost of all materials, labour, tools, tackles, etc. complete as per specifications and direction s of the Engineer-in-Charge. |
| 540 | 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 insideand 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. |
| 541 | Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick fo undation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm size) and inside and top plastering (15mm thic k) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections to dr ains inclusive ofall labour, material, equipment, etc., all complete as per drawing, specifications and directions of the Engineer -in-Charge : |
| 542 | 1000mm x 1000mm x depth up to 1200mm inner dimensions. |
| 543 | 750mm x 750mm x depth up to 1000mm inner dimensions |
| 544 | 600mm x 600mm x depth up to 750mm inner dimensions |
| 545 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and lengt h below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the le ngth of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads [No tes: (1) Length of pile for payment shall be measured up to bottom of pile cap. (2) Truck Mounted rotary/ TMR/ Tubewell boring machi ne shall not be used] : |
| 546 | 450 mm diameter piles |
| 547 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified dia meter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost ofsteel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. [Note: Length of pile for payment shall be measured upto to the bottom of pile cap] : |
| 548 | 400 mm diameter piles |
| 549 | Vertical load testing of piles in accordance with IS:2911 (Part-IV) including installation of loading platform by Kentledge/ Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per sp ecification & the direction of the Engineer-In-Charge. [Notes : (1) Initial and Routine Load Test shall not be carried out by Dynami c method of testing. (2) Testing agency shall submitt the design of loading platform for the approval of the Engineer-in-Charge.] : |
| 550 | Single pile up to 50 tonne Safe Capacity : |
| 551 | Initial Test (Test Load 2.5 times the Safe Capacity) [Note: Unit \"EA\" shall mean \"PER TEST\"] |
| 552 | Routine Test (Test Load 1.5 times the Safe Capacity) [Note: Unit \"EA\" shall mean \"PER TEST\"] |
| 553 | Group of two or more piles up to 50 tonne Safe Capacity : |
| 554 | Initial Test (Test Load 2.5 times the Safe Capacity) [Note: Unit \"EA\" shall mean \"PER TEST\"] |
| 555 | Routine Test (Test Load 1.5 times the Safe Capacity) [Note: Unit \"EA\" shall mean \"PER TEST\"] |
| 556 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of requireddia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neopre ne gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural d rawings and the directions of the Engineer-in-Charge. [Note: Glazing, paneling and dash fasteners to be paid for separately] : |
| 557 | For fixed portion : |
| 558 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) |
| 559 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittin gs wherever required including the cost of EPDM rubber/ neoprene gasket required. [Note: Fittings shall be paid for separately] : |
| 560 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) |
| 561 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket et c. complete as per the architectural drawings and directions of the Engineer-in-Charge. [Note: Cost of aluminium snap beading shall be paid in basic item] : |
| 562 | With float glass panes of 5.50 mm thickness |
| 563 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS:6315, having brand logoembossed on the body/ plate with double spring mechanism and door weight up to 125 Kg, for doors, including cost of cutting floors,embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivotand single piece M.S. sheet outer box with slide plate etc. complete as per directions of the Engineer-in-Charge. : |
| 564 | With stainless steel cover plate minimum 1.25 mm thickness |
| 565 | Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per d irections of the Engineer-in-Charge : |
| 566 | Powder coated (Minimum thickness 50 micron) aluminium tubular handle bar |
| 567 | Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for al uminium doors including necessary cutting and making good etc. complete. |
| 568 | Filling the gap in between Aluminium/ Stone/ Wood frame and adjacent RCC/ Brick/ Stone/ Wood/ Ceramic/ Gypsum work by providing weat her/ structural non-sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and directions of t he Engineer-in-Charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600 : |
| 569 | Up to 5 mm depth and 5 mm width |
| 570 | Up to 10 mm depth and 10 mm width |
| 571 | Up to 20 mm depth and 20 mm width |
| 572 | Providing and fixing, on fixed glazing/ doors/ window panes, sun control film \"HP NATURAL 35 SAFETY COMBINATION FILM-4Mil\" of M/s. G ARWARE or approved equivalent make and shade, all complete as per manufacturer\"s specification and as per directions of the Engineer -in-Charge. |
| 573 | Grading roof for water proofing treatment with : |
| 574 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 575 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflec tivity Index (SRI) of 105 on top of concrete roof in three coats @ 10.76 litre/10 sqm. One coat of self-priming of elastomeric water proofing liquid (dilution with water in the ratio of3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thi ckness of complete application/ system not less than 500 microns). The operation shall be carried out after scrapping and properly c leaning the surface to remove loose particles with wire brushes, complete in all respect as per directions of the Engineer-in-Charge . |
| 576 | Supplying and using water proofing compound like CICO, PUDDLE or any other approved brand with Cement Plaster/ CC/ RCC complete in a ll respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the En gineer-in-Charge. |
| 577 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, forall leads & lifts, all complete as per directions of the Engineer-in-Charge. |
| 578 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulde rs, in required thickness, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. |
| 579 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravellayer, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. |
| 580 | Providing and filling bituminastic compound in 50mm thick x 150mm deep grooves around foundations, in floors, pavements and expansio n joints, etc. complete as per directions of the Engineer-in-Charge. |
| 581 | 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. |
| 582 | Supplying and stacking of good earth at site including royalty and carriage up to any lead complete. [Note: Volume of earth measuredin stacks will be reduced by 20% for payment]. |
| 583 | Supplying and stacking sludge at site including royalty and carriage up to any lead complete. [Note: Volume of sludge measured in st acks will be reduced by 8% for payment]. |
| 584 | Supplying and stacking of well decayed cattle manure at site including royalty and carriage up to any lead complete. [Note: Volume o f cattle manure measured in stacks will reduced by 8% for payment]. |
| 585 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm,refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, fillin g with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared u nserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete. [Note: Cost of sludge, manure or extra earth shall be paid for separately under relevant item of SOR]. |
| 586 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by vo lume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) floodingwith water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts. [Note: Cost of manure, sludg e or extra good earth if needed shall be paid separately under relevant item of SOR]. |
| 587 | Holes 1.2 m diameter and 1.2 m deep |
| 588 | Holes 60 cm diameter and 60 cm deep |
| 589 | Grassing with selection No. 1/ Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supply and filling of good earth, if required during maintenance period. [N ote: The grass and good earth shall be paid for separately under relevant item of SOR] : |
| 590 | In rows 5 cm apart in both directions |
| 591 | Supply and planting sapling (not less than 45 cm in height and 60 cm centre to centre) of Casurina, Labrum, Gulmohar, Ashokas, Bottl e Palm, Bougenvilla, Hibiscus, Roses or other approved type of variety of plants, watering & maintenance for 30 days minimum complet e in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engine er-in-Charge. |
| 592 | Gr B-ML-CSW Mechanical-Supply (Prod.) |
| 593 | 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: |
| 594 | 3\" SWMG ANSI 150# |
| 595 | 2\" SWMG ANSI 150# |
| 596 | 1\" SWMG ANSI 150# |
| 597 | 16\" SWMG ANSI 900# |
| 598 | 14\" SWMG ANSI 900# |
| 599 | 8\" SWMG ANSI 900# |
| 600 | 3\" SWMG ANSI 900# |
| 601 | 2\" SWMG ANSI 900# |
| 602 | 1\" SWMG ANSI 900# |
| 603 | 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. |
| 604 | Fasteners forFlanges 3\" x 150# (0.625\" Dia. X 4.00\" Length ) |
| 605 | Fasteners forFlanges 2\" x 150# (0.625\" Dia. X 3.75\" Length ) |
| 606 | Fasteners forFlanges 1\" x 150# (0.500\" Dia. X 3.00\" Length ) |
| 607 | Fasteners for Flanges 16\" x 900# (1.625\" Dia X 12.50\" Length) |
| 608 | Fasteners for Flanges 14\" x 900# (1.500\" Dia. X 11.75\" Length) |
| 609 | Fasteners for Flanges 8\" x 900# (1.375\" Dia. X 9.75\" Length) |
| 610 | Fasteners for Flanges 3\" x 900# 0.875\" Dia. X 6.50\" Length) |
| 611 | Fasteners for Flanges 2\" x 900# (0.875\" Dia. X 6.50\" Length |
| 612 | Fasteners for Flanges 1\" x 900# (0.875\" Dia. X 5.75\" Length |
| 613 | 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: |
| 614 | 3\", WNRF FLANGE, ANSI - 150# (B 16.5) |
| 615 | 2\", WNRF FLANGE, ANSI - 150# (B 16.5) |
| 616 | 1\", WNRF FLANGE, ANSI - 150# (B 16.5) |
| 617 | 16\", WNRF FLANGE, ANSI - 900# (B 16.5) |
| 618 | 14\", WNRF FLANGE, ANSI - 900# (B 16.5) |
| 619 | 8\", WNRF FLANGE, ANSI - 900# (B 16.5) |
| 620 | 3\", WNRF FLANGE, ANSI - 900# (B 16.5) |
| 621 | 2\", WNRF FLANGE, ANSI - 900# (B 16.5) |
| 622 | 1\", WNRF FLANGE, ANSI - 900# (B 16.5) |
| 623 | 3\", BLRFFLANGE, ANSI - 150# (B 16.5) |
| 624 | 2\", BLRFFLANGE, ANSI - 150# (B 16.5) |
| 625 | 1\", BLRFFLANGE, ANSI - 150# (B 16.5) |
| 626 | 16\", BLRFFLANGE, ANSI - 900# (B 16.5) |
| 627 | 14\", BLRFFLANGE, ANSI - 900# (B 16.5) |
| 628 | 8\", BLRFFLANGE, ANSI - 900# (B 16.5) |
| 629 | 3\", BLRFFLANGE, ANSI - 900# (B 16.5) |
| 630 | 2\", BLRFFLANGE, ANSI - 900# (B 16.5) |
| 631 | 1\", BLRFFLANGE, ANSI - 900# (B 16.5) |
| 632 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: |
| 633 | 3\" x 2\" ANSI 150# Un Equal Tee |
| 634 | 3\" x 1\" ANSI 150# Un Equal Tee |
| 635 | 2\" x 1\" ANSI 150# Un Equal Tee |
| 636 | 16\" x 14\" ANSI 900# Unequal Tee Cross Bar |
| 637 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: |
| 638 | 3\" ANSI 150# Equal Tee |
| 639 | 2\" ANSI 150# Equal Tee |
| 640 | 1\" ANSI 150# Equal Tee |
| 641 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: |
| 642 | 4\" x 900# 90 deg LR Bends |
| 643 | 3\" x 900# 90 deg LR Bends |
| 644 | 2\" x 900# 90 deg LR Bends |
| 645 | 1\" x 900# 90 deg LR Bends |
| 646 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: |
| 647 | 2\"x1\" x Concentric Reducer x 900# -ASTM A420 Gr.WPL6 |
| 648 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: |
| 649 | 1\" size 3000# St. NIPPLE |
| 650 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: |
| 651 | 1\" 3000# HALF COUPLING |
| 652 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: |
| 653 | 16\"x2\" X 900# Weld-o-let |
| 654 | 14\"x2\" X 900# Weld-o-let |
| 655 | Supply of ASTM A106 Gr.B /A333 pipes at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document. |
| 656 | 4.500\" ODx 0.237\" WT (Sch.STD) ASTM A 106 Gr B bare Pipe |
| 657 | 3.500\" ODx 0.216\" WT (Sch.STD) ASTM A 106 Gr B |
| 658 | 2.375\" ODx 0.218\" WT (Sch.XS) ASTM A 106 Gr B bare pipe |
| 659 | 1.315\" ODx 0.179\"WT(Sch.XS) ASTM A 106 Gr BBare pipe |
| 660 | Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document: 1\" x 1\" 900# x 150# F/F TRV |
| 661 | Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document: 1\" X 1500# W/W, A/G, HOV, API 602 GATE VALVE |
| 662 | Supply and delivery of API 6DBall valves for use in process piping at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: |
| 663 | 2\" W/W ANSI 900# A/G, API6D BALL VALVE HOV |
| 664 | 2\" F/F ANSI 900# A/G, API6D BALL VALVE HOV |
| 665 | Gr B-ML-CSW Mechanical-Service (Prod.) |
| 666 | \"Above Ground Equipments Installation: Taking delivery of equipments,shifting/transporting within station premises, placing on pre-constructed foundations, assembling to gether all sub-assemblies, levelling, alignment, grouting, cleaning and flushing by water, draining, checking, testing, dressing andmaking good of the foundation and completing the work in allrespects in accordance with the relevant drawings, manufacturer\"s ins tallation 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 Scrapper Launching cum recei ving Barrel 16”x 20” 600 / 900#_B2\" |
| 667 | \"\"\"Insulating Coupling Erection: 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. 1 6\"\" Insulating Coupling 600#/ 900#\" |
| 668 | \"Above ground process piping: 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\" |
| 669 | \"16\"\" OD x 0.375\"\"/0.438\"\"WTAPL 5L\" |
| 670 | 14\" OD x 0.375\"WT API 5L Pipe |
| 671 | 4.5\" OD x 0.237\"WT ASTM A 106 Gr B/A333 |
| 672 | 3.5\" OD x 0.216\"WT ASTM A 106 Gr B /A333 |
| 673 | 2.375\" OD x 0.218\"WT ASTM A 106 Gr B /A333 |
| 674 | 1.315\" OD x 0.179\"WTASTM A 106 Gr B /A333 |
| 675 | \"Under ground piping for Process piping (with PU/3LPE Coating): Taking delivery of bare Pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location with in station premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparatio n, 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 reduc ers, drain funnels, vent pipe and tapping for instrument such as pessure gauges, thermal relief valves, thermowells etc., undergroun d at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning expos ed 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 coatin g(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials,Equipment etc, holiday detection of thecoating, cleaning of coated pipes by water flushing after cleaning by compresed air,hydrostatic testing of each section to the spec ified 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 specificall y undertakento be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawing s, specifications and instructions of the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated.Thicknes s and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD Note:- Charges for applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy for exposedsteel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc shall be paid under separate SOR Item.16\"\" OD x 0.375\"\"/0.438\"\"WTAPL 5L -U/G_F2\" |
| 676 | 16\" OD x 0.375\"/0.438\"WTAPL 5L -U/G |
| 677 | 4.5\" OD x 0.237\"WT ASTM A 106 Gr B/A333-U/G |
| 678 | 3.5\" OD x 0.216\"WT ASTM A 106 Gr B/A333 -U/G |
| 679 | 2.375\" OD x 0.218\"WT ASTM A 106 Gr B/A333 -U/G |
| 680 | 1.315\" OD x 0.179\"WTASTM A 106 Gr B/A333 -U/G |
| 681 | \"Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporti ng the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filli ng for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of unde r ground portions (if applicable) including all inputs, labour, material and consumable (other than those specifically undertaken tobe supplied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer\"s installation inst ructions and specifications and instructions of the Site Engineer / EIC. |
| 682 | 16\" ANSI 900# MOV F/F API 6D Ball Valve |
| 683 | 2\" x ANSI 900# HOV F/F API 6D Ball Valve |
| 684 | 1\" x ANSI 1500# HOV W/W API-602 GATE VALVE |
| 685 | 1\" x 1\"Thermal Relief Valve F/F ANSI900# x 150# |
| 686 | \"Radiographic Inspection: Inspection of welding by radiographic method on all types of piping including processing of films and interpreting the results of we ld quality and reporting the same to the Site Engineer together with recommendations as to the acceptability or otherwise of the wel ds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of supply of all peson nel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all respects as envisaged in the contract documents. Note: i)Payment will be on the basis of number of welds 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 respective size. iii)For set-on type branch welding, the rate for radiography will be as applicable to the branch pipe size. iv)Repeat radiography of individual welds due to defective films or repair of welds shall be done at contractor\"s cost. In case where radiography is not possible: v) Verification by utrasonic testing shall be done at contractors cost. vi) Magenetic particle inspection as and where required shall be done at Contractors cost.\" |
| 687 | 16\" NBPipe Joints RT |
| 688 | 14\" NBPipe Joints RT |
| 689 | 4\" NBPipe Joints RT |
| 690 | 3\" NBPipe Joints RT |
| 691 | 2\" NBPipe Joints RT |
| 692 | 1\" NBPipe JointsRT |
| 693 | Dismantling of Structures: |
| 694 | Dismantling of PipingAboveground and equipments |
| 695 | Dismantling of Piping Underground |
| 696 | Temporary Barricading |
| 697 | Gr B-ML-CSW Mechanical-Composite (Prod.) |
| 698 | Supply and Erection of Structural Steel: |
| 699 | Supply and Erection of Electroforged Grating |
| 700 | Supply and Erection of GI Structural |
| 701 | Painting: Zinc Ethyl Slicate Primer |
| 702 | Painting: High Build EPOXY MIO |
| 703 | Painting: Isocynate Aliphatic Poly Urethene(PU) |
| 704 | PU /liquid epoxy Coating of under ground piping:Polyurethane Coating(PU)/ Liquid Epoxy Coating _E1 |
| 705 | Copper Strips/ Flats for Jumpers for Flanged Joits of the Product Process Piping: |
| 706 | Up to 30 mm wide x 1 mm thick Copper strip |
| 707 | 30 - 50 mm wide x 1 mm thick Copper strip |
| 708 | 50 - 75 mm wide x 1 mm thick Copper strip |
| 709 | Gr B-CSW Mechanical-Supply (Gas) |
| 710 | Supply and delivery of Spiral Wound Metallic Gaskets as per technical specifications from approved vendors specified in tender document: |
| 711 | 150# |
| 712 | 8\" SWMG ANSI 150# |
| 713 | 6\" SWMG ANSI 150# |
| 714 | 4\" SWMG ANSI 150# |
| 715 | 1\" SWMG ANSI 150# |
| 716 | 600# |
| 717 | 16\" SWMG ANSI 600# |
| 718 | 14\" SWMG ANSI 600# |
| 719 | 12\" SWMG ANSI 600# |
| 720 | 10\" SWMG ANSI 600# |
| 721 | 8\" SWMG ANSI 600# |
| 722 | 6\" SWMG ANSI 600# |
| 723 | 4\" SWMG ANSI 600# |
| 724 | 3\" SWMGANSI 600# |
| 725 | 2\" SWMG ANSI 600# |
| 726 | 1\" SWMG ANSI 600# |
| 727 | 3/4\" SWMG ANSI 600# |
| 728 | Supply and delivery of Insulating Gaskets as per technical specifications from approved vendors specified in tender document: |
| 729 | 2\" SWMG ANSI 600# - Insulating Gasket KIT, complete set including gasket, insulating sleeves, fasteners, flanges, insulating washers, etc. |
| 730 | Supply and delivery of Steel Fasteners as per technical specifications from approved vendors specified in tender document: |
| 731 | 150# |
| 732 | Fasteners for Flanges 6\" x 150# (0.750\" Dia. X 4.50\" Length) |
| 733 | Fasteners for Flanges 4\" x 150# (0.625\" Dia. X 4.00\" Length) |
| 734 | Fasteners for Flanges 1\" x 150# (0.500\" Dia. X 3.00\" Length) |
| 735 | 600# |
| 736 | Fasteners forFlanges 16\" x 600#(1.500\" Dia. X 13.50\" Length) - extended stud length for flanges with spectacle blind |
| 737 | Fasteners forFlanges 16\" x 600#(1.500\" Dia. X 11.00\" Length) |
| 738 | Fasteners forFlanges 14\" x 600#(1.375\" Dia. X 13.00\" Length) - extended stud length for flanges with spectacle blind |
| 739 | Fasteners forFlanges 14\" x 600#(1.375\" Dia. X 10.25\" Length) |
| 740 | Fasteners forFlanges 12\" x 600#(1.25\" Dia. X 12.00\" Length) - extended stud length for flanges with spectacle blind |
| 741 | Fasteners forFlanges 12\" x 600#(1.25\" Dia. X 9.75\" Length) |
| 742 | Fasteners forFlanges 10\" x 600#(1.25\" Dia. X 11.5\" Length) - extended stud length for flanges with spectacle blind |
| 743 | Fasteners forFlanges 10\" x 600#(1.25\" Dia. X 9.5\" Length) |
| 744 | Fasteners forFlanges 8\" x 600#(1.125\" Dia. X 9.75\" Length) - extended stud length for flanges with spectacle blind |
| 745 | Fasteners forFlanges 8\" x 600#(1.125\" Dia. X 8.25\" Length) |
| 746 | Fasteners forFlanges 6\" x 600#(1.0\" Dia. X 9.0\" Length) - extended stud length for flanges with spectacle blind |
| 747 | Fasteners forFlanges 6\" x 600#(1.0\" Dia. X 7.5\" Length) |
| 748 | Fasteners forFlanges 4\" x 600#(0.875\" Dia. X 7.75\" Length) - extended stud length for flanges with spectacle blind |
| 749 | Fasteners forFlanges 4\" x 600#(0.875\" Dia. X 6.50\" Length) |
| 750 | Fasteners forFlanges 3\" x 600#( 0.75\" Dia. X 6.50\" Length) - extended stud length for flanges with spectacle blind |
| 751 | Fasteners forFlanges 3\" x 600#( 0.75\" Dia. X 5.50\" Length) |
| 752 | Fasteners forFlanges 2\" x 600#(0.625\" Dia. X 5.75\" Length) - extended stud length for flanges with spectacle blind |
| 753 | Fasteners forFlanges 2\" x 600#(0.625\" Dia. X 4.75\" Length) |
| 754 | Fasteners forFlanges 1\" x 600#(0.625\" Dia. X 5.0\" Length) - extended stud length for flanges with spectacle blind |
| 755 | Fasteners forFlanges 1\" x 600#(0.625\" Dia. X 4.0\" Length) |
| 756 | Fasteners forFlanges 3/4\" x 600#(0.625\" Dia. X 4.0\" Length) |
| 757 | Supply and delivery of Steel Flanges as per technical specifications from approved vendors specified in tender document: |
| 758 | Weld Neck Raised Face Flanges (WNRF) - 150# |
| 759 | 6\", WNRF FLANGE, ANSI - 150# (B 16.5) - ASTM A350 Gr.LF2 |
| 760 | 4\", WNRF FLANGE, ANSI - 150# (B 16.5) - ASTM A350 Gr.LF2 |
| 761 | 1\", WNRF FLANGE, ANSI - 150# (B 16.5) - ASTM A350 Gr.LF2 |
| 762 | Weld Neck Raised Face Flanges (WNRF) - 600# |
| 763 | 16\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A694 F65 |
| 764 | 14\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A694 F60 |
| 765 | 12\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A694 F60 |
| 766 | 10\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 767 | 8\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 768 | 6\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 769 | 4\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 770 | 3\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 771 | 2\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 772 | 1\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 773 | 3/4\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 774 | Blind Raised Face Flanges (BLRF) |
| 775 | Blind Raised Face Flanges (BLRF) - 150# |
| 776 | 6\", BLRF FLANGE, ANSI - 150# (B 16.5)-ASTM A350 LF2 CL 1 |
| 777 | 4\", BLRF FLANGE, ANSI - 150# (B 16.5)-ASTM A350 LF2 CL 1 |
| 778 | 1\", BLRF FLANGE, ANSI - 150# (B 16.5)-ASTM A350 LF2 CL 1 |
| 779 | Blind Raised Face Flanges (BLRF) - 600# |
| 780 | 16\", BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A105 |
| 781 | 14\", BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A105 |
| 782 | 12\", BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A105 |
| 783 | 10\", BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 784 | 8\", BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 785 | 6\", BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 786 | 4\", BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 787 | 3\", BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 788 | 2\", BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 789 | 1\", BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 790 | 3/4\", BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1 |
| 791 | Supply and delivery of Spectacle Blinds / Spades-Spacer Rings as per technical specifications from approved vendors specified in tender document: |
| 792 | 600# |
| 793 | 16\" Spectacle Blind 600# F/F R/F- ASTM A105 |
| 794 | 14\" Spectacle Blind 600# F/F R/F- ASTM A105 |
| 795 | 12\" Spectacle Blind 600# F/F R/F- ASTM A105 |
| 796 | 10\" Spectacle Blind 600# F/F R/F- ASTM A350 LF2 CL 1 |
| 797 | 8\" Spectacle Blind 600# F/F R/F- ASTM A350 LF2 CL 1 |
| 798 | 6\" Spectacle Blind 600# F/F R/F - ASTM A350 LF2 CL 1 |
| 799 | 4\" Spectacle Blind 600# F/F R/F- ASTM A350 LF2 CL 1 |
| 800 | 3\" Spectacle Blind 600# F/F R/F- ASTM A350 LF2 CL 1 |
| 801 | 2\" Spectacle Blind 600# F/F R/F- ASTM A350 LF2 CL 1 |
| 802 | 1\" Spectacle Blind 600# F/F R/F- ASTM A350 LF2 CL 1 |
| 803 | Supply and delivery of valves for use in process piping as per technical specifications from approved vendors specified in tender document: |
| 804 | API 6D BALL VALVE |
| 805 | 2\" W/W ANSI 600# A/G, API 6D BALL VALVE-ASTM A350 LF2/ASTM A352 LCC |
| 806 | 2\" F/F ANSI 600# A/G, API 6D BALL VALVE-ASTM A350 LF2/ASTM A352 LCC |
| 807 | ISO EN 17292 Ball valve |
| 808 | 1\" W/W ANSI 800# A/G, BALL VALVE- ISO EN 17292-ASTM A350 LF2/ASTM A352 LCC |
| 809 | 3/4\" W/W ANSI 800# A/G, BALL VALVE- ISO EN 17292-ASTM A350 LF2/ASTM A352 LCC |
| 810 | API 623/BS 1873/ ISO 15761 Globe valve |
| 811 | 600# |
| 812 | 6\",600#,F/F, A/G-ASTM A350 LF2/ASTM A352 LCC |
| 813 | 4\",600#,F/F, A/G-ASTM A350 LF2/ASTM A352 LCC |
| 814 | 2\",600#,F/F, A/G-ASTM A350 LF2/ASTM A352 LCC |
| 815 | Pressure Safety Valve |
| 816 | 1\"x2\"x600# x150# PSV -ASTM A350 LF2/ASTM A352 LCC |
| 817 | Supply and delivery of pipe fittingsas per technical specifications from approved vendors specified in tender document: |
| 818 | Un Equal Tee |
| 819 | 600# |
| 820 | 16\"x14\" 600#(0.438\" x 0.438\") -Unequal Tee-WPHY-65 |
| 821 | 16\"x12\" 600#(0.438\" x 0.406\") -Unequal Tee-WPHY-65 |
| 822 | 16\"x10\" 600#(0.438\" x Sch.80) -Unequal Tee-WPHY-65 |
| 823 | 16\"x8\" 600#(0.438\" x Sch.80) -Unequal Tee-WPHY-65 |
| 824 | 16\"x6\" 600#(0.438\" x Sch.80) -Unequal Tee-WPHY-65 |
| 825 | 14\"x12\" 600#(0.438\" x 0.406) -Unequal Tee-WPHY-60 |
| 826 | 14\"x10\" 600#(0.438\" x Sch.80) -Unequal Tee-WPHY-60 |
| 827 | 14\"x8\" 600#(0.438\" x Sch.80) -Unequal Tee-WPHY-60 |
| 828 | 14\"x6\" 600#(0.438\" x Sch.80) -Unequal Tee-WPHY-60 |
| 829 | 12\"x10\" 600#(0.406\" x Sch.80) -Unequal Tee-WPHY-60 |
| 830 | 12\"x8\" 600#(0.406\" x Sch.80) -Unequal Tee-WPHY-60 |
| 831 | 12\"x6\" 600#(0.406\" x Sch.80) -Unequal Tee-WPHY-60 |
| 832 | 12\"x4\" 600#(0.406\" x Sch.80) -Unequal Tee-WPHY-60 |
| 833 | 10\"x8\" 600#(Sch.80 x Sch.80) -Unequal Tee-ASTM A420 Gr.WPL6 |
| 834 | 10\"x6\" 600#(Sch.80 x Sch.80) -Unequal Tee-ASTM A420 Gr.WPL6 |
| 835 | 10\"x4\" 600#(Sch.80 x Sch.80) -Unequal Tee-ASTM A420 Gr.WPL6 |
| 836 | 8\"x6\" 600#(Sch.80 x Sch.80) -Unequal Tee-ASTM A420 Gr.WPL6 |
| 837 | 8\"x4\" 600#(Sch.80 x Sch.80) -Unequal Tee-ASTM A420 Gr.WPL6 |
| 838 | 8\"x3\" 600#(Sch.80 x Sch.160) -Unequal Tee-ASTM A420 Gr.WPL6 |
| 839 | 6\"x4\" x 600# (Sch.80 x Sch.80)-Unequal Tee-ASTM A420 Gr.WPL6 |
| 840 | 6\"x3\" x 600# (Sch.80 x Sch.160)-Unequal Tee-ASTM A420 Gr.WPL6 |
| 841 | 4\"x3\" 600# (Sch.80 x Sch.160) -Unequal Tee-ASTM A420 Gr.WPL6 |
| 842 | 4\"x2\" 600# (Sch.80 x Sch.160) -Unequal Tee-ASTM A420 Gr.WPL6 |
| 843 | 3\"x2\" 600# (Sch.160 x Sch.160) -Unequal Tee-ASTM A420 Gr.WPL6 |
| 844 | 2\"x1\" 600# (Sch.160 x Sch.160) -Unequal Tee-ASTM A420 Gr.WPL6 |
| 845 | 2\"x3/4\" 600# (Sch.160 x Sch.160) -Unequal Tee-ASTM A420 Gr.WPL6 |
| 846 | Equal Tee |
| 847 | 600# |
| 848 | 16\" 600# Equal Tee (0.438\") -WPHY-65 |
| 849 | 14\" 600# Equal Tee (0.438\") -WPHY-60 |
| 850 | 12\" 600#Equal Tee(0.406\") -WPHY-60 |
| 851 | 10\" 600# Equal Tee (Sch.80) -ASTM A420 Gr.WPL6 |
| 852 | 8\" 600# Equal Tee (Sch.80) -ASTM A420 Gr.WPL6 |
| 853 | 6\" 600# Equal Tee (Sch.80) -ASTM A420 Gr.WPL6 |
| 854 | 4\" 600# Equal Tee (Sch.80) -ASTM A420 Gr.WPL6 |
| 855 | 3\" 600# Equal Tee (Sch.160) -ASTM A420 Gr.WPL6 |
| 856 | 2\" 600# Equal Tee (Sch.160) -ASTM A420 Gr.WPL6 |
| 857 | 1\" 600# Equal Tee(Sch.160) -ASTM A350 LF2 Cl.1 |
| 858 | 3/4\" 600# Equal Tee(Sch.160) -ASTM A350 LF2 Cl.1 |
| 859 | Elbow-90 deg LR Bends |
| 860 | 600# |
| 861 | 16\" 600# 90 deg LR Bend (0.438\") -WPHY 65 |
| 862 | 14\" 600# 90 deg LR Bend (0.438\") -WPHY |
| 863 | 12\" 600# 90 deg LR Bend (0.406\") -WPHY 60 |
| 864 | 10\" 600# 90 deg LR Bend (Sch.80) -ASTM A420 Gr.WPL6 |
| 865 | 8\" 600# 90 deg LR Bend (Sch.80) -ASTM A420 Gr.WPL6 |
| 866 | 6\" 600# 90 deg LR Bend(Sch.80) -ASTM A420 Gr.WPL6 |
| 867 | 4\" 600# 90 deg LR Bend (Sch.80) -ASTM A420 Gr.WPL6 |
| 868 | 3\" 600# 90 deg LR Bend (Sch.160) -ASTM A420 Gr.WPL6 |
| 869 | 2\" 600# 90 deg LR Bend (Sch.160) -ASTM A420 Gr.WPL6 |
| 870 | 1\" 600# 90 deg LR Bend (Sch.160) -ASTM A350 LF2 Cl.1 |
| 871 | 3/4\" 600# 90 deg LR Bend (Sch.160) -ASTM A350 LF2 Cl.1 |
| 872 | Elbow-45 deg LR Bends |
| 873 | 600# |
| 874 | 16\" 600# 45 deg LR Bend (0.438\") -WPHY 65 |
| 875 | 14\" 600# 45 deg LR Bend (0.438\") -WPHY 60 |
| 876 | 12\" 600# 45 deg LR Bend (0.406\") -WPHY 60 |
| 877 | 10\" 600# 45 deg LR Bend (Sch.80) -ASTM A420 Gr.WPL6 |
| 878 | 8\" 600# 45 deg LR Bend (Sch.80) -ASTM A420 Gr.WPL6 |
| 879 | 6\" 600# 45 deg LR Bend(Sch.80) -ASTM A420 Gr.WPL6 |
| 880 | 4\" 600# 45 deg LR Bend (Sch.80) -ASTM A420 Gr.WPL6 |
| 881 | 3\" 600# 45 deg LR Bend (Sch.160) -ASTM A420 Gr.WPL6 |
| 882 | 2\" 600# 45 deg LR Bend (Sch.160) -ASTM A420 Gr.WPL6 |
| 883 | 1\" 600# 45 deg LR Bend (Sch.160) -ASTM A350 LF2 Cl.1 |
| 884 | 3/4\" 600# 45 deg LR Bend (Sch.160) -ASTM A350 LF2 Cl.1 |
| 885 | Concentric Reducers |
| 886 | 600# |
| 887 | 16\"x14\" 600# Concentric Reducer (0.438\" X 0.438\") -WPHY 65 |
| 888 | 16\"x12\" 600# Concentric Reducer (0.438\" X 0.406\") -WPHY 65 |
| 889 | 16\"x10\" 600# Concentric Reducer (0.438\" X Sch.80) -WPHY 65 |
| 890 | 16\"x8\" 600# Concentric Reducer (0.438\" X Sch.80) -WPHY 65 |
| 891 | 14\"x12\" 600# Concentric Reducer (0.438\" X 0.406\") -WPHY 60 |
| 892 | 14\"x10\" 600# Concentric Reducer (0.438\" X Sch.80) -WPHY 60 |
| 893 | 14\"x8\" 600# Concentric Reducer (0.438\" X Sch.80) -WPHY 60 |
| 894 | 14\"x6\" 600# Concentric Reducer (0.438\" X Sch.80) -WPHY 60 |
| 895 | 12\"x10\" 600# Concentric Reducer (0.406\" X Sch.80) -WPHY 60 |
| 896 | 12\"x8\" 600# Concentric Reducer (0.406\" X Sch.80) -WPHY 60 |
| 897 | 12\"x6\" 600# Concentric Reducer (0.406\" X Sch.80) -WPHY 60 |
| 898 | 10\"x8\" 600# Concentric Reducer (Sch.80 X Sch.80) -ASTM A420 Gr.WPL6 |
| 899 | 10\"x6\" 600# Concentric Reducer (Sch.80 X Sch.80) -ASTM A420 Gr.WPL6 |
| 900 | 10\"x4\" 600# Concentric Reducer (Sch.80 X Sch.80) -ASTM A420 Gr.WPL6 |
| 901 | 8\"x6\" 600# Concentric Reducer (Sch.80 X Sch.80) -ASTM A420 Gr.WPL6 |
| 902 | 8\"x4\" 600# Concentric Reducer (Sch.80 X Sch.80) -ASTM A420 Gr.WPL6 |
| 903 | 6\"x4\" 600# Concentric Reducer (Sch.80 X Sch.80) -ASTM A420 Gr.WPL6 |
| 904 | 6\"x3\" 600# Concentric Reducer (Sch.80 X Sch.160) -ASTM A420 Gr.WPL6 |
| 905 | 4\"x3\" 600# Concentric Reducer (Sch.80 X Sch.160) -ASTM A420 Gr.WPL6 |
| 906 | 4\"x2\" 600# Concentric Reducer (Sch.80 X Sch.160) -ASTM A420 Gr.WPL6 |
| 907 | 3\"x2\" 600# Concentric Reducer (Sch.160 X Sch.160) -ASTM A420 Gr.WPL6 |
| 908 | 2\"x1\" 600# Concentric Reducer (Sch.160 X Sch.160) -ASTM A420 Gr.WPL6 |
| 909 | 2\"x3/4\" 600# Concentric Reducer (Sch.160 X Sch.160) -ASTM A420 Gr.WPL6 |
| 910 | Half coupling (Socolet) & Nipple |
| 911 | 1\" 6000 lbs Nipple-ASTM A350 LF2 |
| 912 | 3/4\" 6000 lbs Nipple-ASTM A350 LF2 |
| 913 | 1\" 6000 lbs HALF COUPLING -ASTM A350 LF2 |
| 914 | 3/4\" 6000 lbs HALF COUPLING -ASTM A350 LF2 |
| 915 | Weld-o-let |
| 916 | 600# |
| 917 | 16\"X2\" 600# (Sch. 160) W-o-L-ASTM A350 Gr.LF2, CL 1 |
| 918 | 14\"X2\" 600# (Sch. 160) W-o-L-ASTM A350 Gr.LF2, CL 1 |
| 919 | 12\"X2\"600# (Sch. 160) W-o-L-ASTM A350 Gr.LF2, CL 1 |
| 920 | 10\"X2\"600# (Sch. 160) W-o-L-ASTM A350 Gr.LF2, CL 1 |
| 921 | 8\"X2\"600# (Sch. 160) W-o-L-ASTM A350 Gr.LF2, CL 1 |
| 922 | 6\"X2\" 600# (Sch. 160) W-o-L-ASTM A350 Gr.LF2, CL 1 |
| 923 | Supply of API 5L/ ASTM A333 Gr.6 pipes as per technical specifications from approved vendors specified in tender document: |
| 924 | 12.75\" OD x 0.688\" ASTM A 333 Gr. 6 |
| 925 | 10.75\" OD x Sch.80ASTM A 333 Gr. 6 |
| 926 | 8.625\" OD x Sch.80ASTM A 333 Gr. 6 |
| 927 | 6.625\" OD x Sch.80ASTM A 333 Gr. 6 |
| 928 | 4.50\" OD x Sch.80 ASTM A 333 Gr. 6 |
| 929 | 3.5\" OD x Sch.160ASTM A 333 Gr. 6 |
| 930 | 2.375\" OD x Sch.160 ASTM A 333 Gr. 6 |
| 931 | 1.315\" OD x Sch.160 ASTM A 333 Gr. 6 |
| 932 | 1.050\" OD x Sch.160 ASTM A 333 Gr. 6 |
| 933 | Supply and delivery of Fire Fighting Equipment as per techhnical specifications indicated in tender document: |
| 934 | 9 kgDCP Extinguisher- IS 15683 Marked |
| 935 | 4.5 kg CO2 Extinguisher- IS 15683Marked |
| 936 | 2 kgCO2 Extinguisher- IS 15683 Marked |
| 937 | 2 kg clean agent extinguishers IS 15683 Marked |
| 938 | Sand drum with scoop |
| 939 | Pair of Rubber hand gloves for Electrical work bearing IS mark |
| 940 | First Aid Box with Snake serum |
| 941 | Fire Bucket |
| 942 | Safety Helmet |
| 943 | Strecher with blanket |
| 944 | Explosimeter |
| 945 | Portable oxygen LEL meter |
| 946 | Rescuscitor |
| 947 | Wind socks |
| 948 | Red & Green flag (Pairs) 2 nos in each |
| 949 | Extinguisher box for 9kg DCPExtinguisher |
| 950 | Dry Chemical Powder silliconised potasium bicarbonate type IS marked, pack of 10 KG |
| 951 | CO2 cartridge - 200 gm capacity for 9 kg capacity DCP extinguisher |
| 952 | Water gel blanket |
| 953 | Positive Pressure type self containing Breathing Apparatus |
| 954 | Fire Proximity suit |
| 955 | PCV suit |
| 956 | Ear plug |
| 957 | Ear muff |
| 958 | Safety Torch |
| 959 | Cotton hand gloves |
| 960 | Low temparature rubber hand gloves |
| 961 | Supply and delivery of Flame Arrestor as per technical specifications indicated in tender document: |
| 962 | 6\" Flame Arrester- 150# along with counter flange, gasket & fasteners |
| 963 | 4\" Flame Arrester- 150# along with counter flange, gasket & fasteners |
| 964 | Supply of TOR Fitting Complete with Plug & Cap and Full bore Threaded Ball Valve |
| 965 | 600# TOR fitting complete with Caps, Plugs, O-Rings, Nipple & 2\" 600# full bore threaded ball valve. |
| 966 | RETRACTABLE CORROSION COUPON HOLDER, 16\" |
| 967 | RETRACTABLE CORROSION COUPON HOLDER, 12\" |
| 968 | Gr B-CSW Mechanical-Service (Gas) |
| 969 | Above Ground Equipments Installation: Taking delivery of equipments from designated stores/stockyard,shifting / transporting to station premises, placing on pre-constructed foundations, assembling together all sub-assemblies, levelling, alignment, grouting, cleaning and flushing by water/ nitrogen as applicable, draining, checking, testing with Nitrogen, dressing and making good of the foundation and completing the work in allrespects in accordance with the relevant drawings, manufacturer\"s installation instructions, specifications and instructions of Site Engineer / EIC.Note: Weight of equipment is indicative only, Payment shall be done based on actual weight of equipment |
| 970 | 16\"X20\" x 600# Bi-Directional Scrapper Barrel |
| 971 | 12\"X16\" x 600# Bi-Directional Scrapper Barrel |
| 972 | INSULATING COUPLING |
| 973 | 16\" x600# Insulating Coupling |
| 974 | 12\" x600# Insulating Coupling |
| 975 | 6\" x 600# Insulating Coupling |
| 976 | 4\" x 600# Insulating Coupling |
| 977 | FILTRATION SKID |
| 978 | Filtration Skid |
| 979 | METERING SKID |
| 980 | Check Metering Skid |
| 981 | Custody Transfer Metering Skid |
| 982 | PRESSURE REDUCTION SKID |
| 983 | PRS |
| 984 | HEATING SKID |
| 985 | Heating Skid |
| 986 | FLOW TEE |
| 987 | 16\" x 600# Flow tee (Equal) |
| 988 | 16\" x 6\" x 600# Flow tee (Unequal) |
| 989 | 12\" x 600# Flow tee (Equal) |
| 990 | 12\" x 4\" x 600# Flow tee (Unequal) |
| 991 | Above ground process piping: Taking delivery & transporting of pipes from designated stock pile location /Designated godown both from outside & inside station premises. Taking delivery of pipe fittings, steel flanges, spiral wound metallicgaskets & fasteners, insulating gaskets, etc. from designated location within station premises/ stockyard/ store, transporting the same to site, fabrication and erection of above ground piping including cutting,edge preparation, bending, threading, lining up, welding and intsalling pipes and pipe fittings, flanges,elbows, equal and reducing outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, pressure safety valves, thermowells etc.,installing abovegroundatallelevations connectingwith equipment nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, cleaning by card board blasting, hydrostatic testing of each section by water to the specified pressure and carrying out low pressure pneumatic testing at specified pressure, draining the water and drying the piping with nitrogen, 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 work (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC.Note: Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD. |
| 992 | FOR PROCESS PIPING |
| 993 | 16\" OD x 0.438\" WTAPL 5L X 65 |
| 994 | 14\" OD x 0.438\" WTAPL 5L X 60 |
| 995 | 12.75\" OD x0.406\" API 5L X60 / 0.688\" ASTM A 333 Gr. 6 |
| 996 | 10.75\" OD x Sch.80 ASTM A333 GR.6 |
| 997 | 8.625\" OD x Sch.80 ASTM A333 GR.6 /0.312\" API 5L X52 |
| 998 | 6.625\" OD x Sch.80 ASTM A333 GR.6 /0.312\" API 5L X 52 |
| 999 | 4.5\" OD x Sch.80 ASTM A333 GR.6 |
| 1000 | 3.5\" OD x Sch.160 ASTM A333 GR.6 |
| 1001 | 2.375\" OD x Sch.160 ASTM A333 GR.6 |
| 1002 | 1.315\" OD x Sch.160 ASTM A333 GR.6 |
| 1003 | 1.050\" OD x Sch.160 ASTM A333 GR.6 |
| 1004 | Underground process piping: Taking delivery of pipes (bare/3LPE coated), pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises/stockyard/stores 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, pressure safety valves, thermowells etc., underground at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc., cleaning the material surface by sandblast 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, cleaning by card board blasting, hydrostatic testing of each section by water to the specified pressure and carrying out low pressure pneumatic testing at specified pressure, draining the water and drying the piping with nitrogen, 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 undertakento 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. |
| 1005 | FOR PROCESS PIPING |
| 1006 | 16\" OD x 0.438\" WT APL 5L X 65 |
| 1007 | 14\" OD x 0.438\" WT APL 5L X 60 |
| 1008 | 12.75\" OD x0.406\" API 5L X60 / 0.688\" ASTM A 333 Gr. 6 |
| 1009 | 10.75\" OD x Sch.80 ASTM A333 GR.6 |
| 1010 | 8.625\" OD x Sch.80 ASTM A333 GR.6 /0.312\" API 5L X52 |
| 1011 | 6.625\" OD x Sch.80 ASTM A333 GR.6 /0.312\" API 5L X 52 |
| 1012 | 4.5\" OD x Sch.80 ASTM A333 GR.6 |
| 1013 | 3.5\" OD x Sch.160 ASTM A333 GR.6 |
| 1014 | 2.375\" OD x Sch.160 ASTM A333 GR.6 |
| 1015 | 1.315\" OD x Sch.160 ASTM A333 GR.6 |
| 1016 | 1.050\" OD x Sch.160 ASTM A333 GR.6 |
| 1017 | Installation of Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the same to site, carrying out pre-hydrotesting of valve and seat test of valve before installation of valve at specified pressure as per instruction of EIC, erecting above ground on preconstructed foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, flood coating and wrapping of under ground portions (if applicable) including all inputs, labour, material 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 / EIC.Note: Payment for conctruction of foundations shall be done seprately as per relevant SOR item. |
| 1018 | API 6D BALL VALVE -GAS OVER OIL ACTUATED |
| 1019 | 16\"x ANSI 600# Fully-Welded W/W, A/G, API 6D Ball Valve -Gas Over Oil Actuated |
| 1020 | 12\"x ANSI 600# Fully-Welded W/W, A/G, API 6D Ball Valve -Gas Over Oil Actuated |
| 1021 | API 6D BALL VALVE -Hydraulic (Manual) Actuated |
| 1022 | 16\"x ANSI 600# Fully-Welded W/W, A/G, API 6D Ball Valve -Hydraulic Actuated |
| 1023 | 12\"x ANSI 600# Fully-Welded W/W, A/G, API 6D Ball Valve -Hydraulic Actuated |
| 1024 | API 6D BALL VALVE -Gear / Lever Operated |
| 1025 | 6\"x ANSI 600# Fully-Welded W/W, U/G - Extended Stem, API 6D Ball Valve -Gear Operated |
| 1026 | 4\"x ANSI 600# Fully-Welded W/W, U/G - Extended Stem, API 6D Ball Valve -Gear Operated |
| 1027 | 6\"x ANSI 600# Fully-Welded W/W, A/G, API 6D Ball Valve -Gear Operated |
| 1028 | 4\"x ANSI 600# Fully-Welded W/W, A/G, API 6D Ball Valve -Gear Operated |
| 1029 | 2\"x ANSI 600# Fully-Welded W/W, A/G, API 6D Ball Valve -Gear/Lever Operated |
| 1030 | 16\"x ANSI 600#, Bolted F/F, A/G, Gear operated |
| 1031 | 14\"x ANSI 600#, Bolted F/F, A/G, Gear operated |
| 1032 | 12\"x ANSI 600#, Bolted F/F, A/G, Gear operated |
| 1033 | 10\"x ANSI 600#, Bolted F/F, A/G, Gear operated |
| 1034 | 8\"x ANSI 600#, Bolted F/F, A/G, Gear operated |
| 1035 | 6\"x ANSI 600#, Bolted F/F, A/G, Gear operated |
| 1036 | 4\"x ANSI 600#, Bolted F/F, A/G, Gear operated |
| 1037 | 3\"x ANSI 600#, Bolted F/F, A/G, Gear/Lever operated |
| 1038 | 2\"x ANSI 600#, Bolted F/F, A/G, Gear/Lever operated |
| 1039 | BS 5351/ISO 17292 BALL VALVE/ API 623/ BS 1873 GLOBE VALVE |
| 1040 | 1\"x ANSI 800# HOV W/W BS 5351 BALL VALVE |
| 1041 | 3/4\"xANSI 800# HOV W/W BS5351 BALL VALVE |
| 1042 | 6\"x ANSI 600# F/F API 623 / BS 1873 GLOBE VALVE |
| 1043 | 4\"x ANSI 600# F/F API 623 / BS 1873 GLOBE VALVE |
| 1044 | 2\"x ANSI 600# F/F BS 1873 GLOBE VALVE |
| 1045 | Pressure Safety Valve |
| 1046 | 1\" X 2\" x ANSI 600# x150# F/F PSV |
| 1047 | Radiographic Inspection: Inspection of welding by Digital Radiography (CR) or by conventional film radiographic method on all types of piping including processing of images/films and interpreting the results of weld quality and reporting the same to the Site Engineer together with recommendations as to the acceptability or otherwise of the welds, submitting the finished radiographic films / images as may be approved or directed by Engineer-in-Charge inclusive of supply of all pesonnel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all respects as envisaged in the contract documents.Note: i)Payment will be on the basis of number of welds 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 respective size. iii)For set-on type branch welding, the rate for radiography will be as applicable to the branch pipe size. iv)Repeat radiography of individual welds due to defective films or repair of welds shall be done at contractor\"s cost. In case where radiography is not possible. v) Verification by utrasonic testing shall be done at contractors cost. vi) Magenetic particle inspection as and 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 files shall be submitted to EIC/ Site Engineer in USB drives. |
| 1048 | 16\" NBPipe Joints |
| 1049 | 14\" NBPipe Joints |
| 1050 | 12\" NBPipe Joints |
| 1051 | 10\" NBPipe Joints |
| 1052 | 8\" NBPipe Joints |
| 1053 | 6\" NBPipe Joints |
| 1054 | 4\" NBPipe Joints |
| 1055 | 3\" NBPipe Joints |
| 1056 | 2\" NBPipe Joints |
| 1057 | 1\" NBPipe Joints |
| 1058 | 3/4\" NBPipe Joints |
| 1059 | Piping Modification: Carrying out modification in already fabricated and/ or erected pipe due to change in drawing or as required by site condition,taking delivery of pipe, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, cutting of pipe and / or weld joint , edge preparation, bending, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/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 line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed 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 work (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. (Item is to be operated upon approval of SIte Enginner, Item covers only modification / rework jobs.) Payment as per actual inch-dia. welding. |
| 1060 | Dismantling of Structures: Dismantling by opening joints or by gas cutting/ cold cutting (wherever required as per site condition) of existing steel structural such as support for pipes, pipe fittings, valves, plate forms, walkways, stairways etc. including excavation work wherever required handling, loading into truck for purpose of weighing, shifting to the designated location within the pump station premises and handing over, completing the workin all respect as per drawings, instruction of the Site Engineer / EIC. |
| 1061 | 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 compact disks- FOR SV STATIONS, IP STATIONS, RT STATIONS/TERMINALS |
| 1062 | Providing services assistance during pre-commissioning and commissioning of entire SV station piping with or without tap-off/with or without scraper barrel 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. |
| 1063 | Providing services assistance during pre-commissioning and commissioning of scraper barrel, Knock out drums, filters, metering skid, pressure reduction skids as applicable for entire IP station piping 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. |
| 1064 | Providing services assistance during pre-commissioning and commissioning of scraper barrel, Knock out drums, filters, metering skid, pressure reduction skids as applicable for entire Receipt station piping 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. |
| 1065 | Flexibility and Piping Stress Analysis as per specification |
| 1066 | Installation of Corrosion Coupon including welding of TOR fitting complete with Coupon holder, Caps, Plugs, O-Rings, Nipple & installation of 2\" 600# fullbore threaded ball valve. |
| 1067 | Gr B-CSW Mechanical-Composite (Gas) |
| 1068 | Supply and Erection of Structural Steel: Supplying at site, steel structural items such as steel plates, bars, MS gratings, chequered plates, angles, beams channels, commercial quality heavy pipes, C.I. Rollers, bolts & nuts, washers, grouting bolts, padding plates etc., fabrication and erection of saddle supports and other type of supports for pipes manifolds and valves, fabrication and erection of platforms walkways, stairways etc., sand blast/ power brush cleaning, priming and painting the finished structures including supply of all other inputs such as labour, materials, consumable etc. necessary to perform and complete the work in all respect, in accordance with drawings, specifications and instructions of the Site Engineer / EIC. |
| 1069 | Supply and Erection of Electroforged Grating Supplying at site, steel structural items such as steel plates, bars, fabrication of gratings by electroforged method,after complete fabrication entire gratings shall be Hot Dip galvanized, gratings shall be normany of size 810mm X 250mm for steps and 1200mm X 1000 mm or 810mm X 1000 mm for platforms / walkways, or any size as advised by EIC. Placing gratings in a replaceable mannerbolting with base frame of ISA by suitable GI clamps and GI fasteners, including supply of all other inputs such as labour, materials, consumable etc. necessary to perform and complete the work in all respect, in accordance with drawings, specifications and instructions of the Site Engineer / EIC. |
| 1070 | Painting: Cleaning exposed steel surfaces of piping, 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. priming with one coat of primerand painting the surfaces with two coats as per specification, with approved materials, paints, brushes, labour, equipment etc. and completing the job in all respects as per specification and instructions of the Site Engineer / EIC. |
| 1071 | Zinc Ethyl Slicate Primer |
| 1072 | Self-primed, surface tolerant, High build Epoxy mastic paint |
| 1073 | Isocynate Aliphatic Poly Urethene(PU) |
| 1074 | PU /liquid epoxy Coating of under ground piping: Cleaning exposed steel surfaces of piping, 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, labour, equipment etc. and completing the job in all respects as per specification and instructions of the Site Engineer / EIC. |
| 1075 | Polyurethane Coating(PU)/ Liquid Epoxy Coating |
| 1076 | Copper Strips/ Flats for Jumpers for Flanged Joints of the Product Process Piping: Supply and Installation of one copper jumper per flanged joint across the flanged joints for valves, spool piece, branch offs etc., of product process piping,The job includes cutting drilling of holes of required size in the copper strips/ flats for bolting purpose and complete the works in all respects as per specifications & drawings and instructions of Site Engineer/ EIC.Note:- Copper jumpers shall be installed in all the flanged joints of Product Process piping only and not in fire water lines. |
| 1077 | Up to 30 mm wideX3 mm thick Copper strip |
| 1078 | 30 - 50 mm wideX3 mm thick Copper strip |
| 1079 | Gr B-CSW Inst.-Supply (Gas) |
| 1080 | Supply of Pressure Indicators (PI) of the range 0 to 1 Kg / Cm2 as per the technical specifications attached in the Tender. |
| 1081 | Supply of Pressure Indicators (PI) of the range 0 to 100 Kg / Cm2 as per the technical specifications attached in the Tender. |
| 1082 | Gauge Saver (0-1 Kg/Cm2) |
| 1083 | Supply of flame proof and weather proof fittings including EP/WP certificates as per the technical specifications attached. |
| 1084 | 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\" & 3Nos.- 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. |
| 1085 | FLP/ WP Junction Box, Type D. (Nos. of terminals: 24 Nos.; Bottom entry: 1 No. - 1\"; Left side entry: 3 Nos.- 1/2\"; Right side entry : 3 Nos.- 1/2\") along with FLP cable glands & FLP plugs for all the cable entries of the Junction as per technical specifications. |
| 1086 | FLP/ WP Emergency Shut Down Push Button Switch(with2 nos. cable entry provision of 1/2\" NPT) with steel hammer chained with mainunit. |
| 1087 | Supply of Cable Glands - flame proof and weather proof including EP/WP certificates: |
| 1088 | 1 1/4\" (5/4\") Cable Glands |
| 1089 | 1\" Cable Glands |
| 1090 | 1/2\" Cable Glands |
| 1091 | Supply of Plugs - flame proof and weather proof including EP/WP certificates: |
| 1092 | 5/4\" Plugs |
| 1093 | 1\" Plugs |
| 1094 | 1/2\" Plugs |
| 1095 | Supply of Reducers - flame proof and weather proof including EP/WP certificates: |
| 1096 | 1\" to 1/2\" Reducers |
| 1097 | 3/4\" to 1/2\" Reducers |
| 1098 | 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 |
| 1099 | 19/25 mm ISI marked GI conduit along with all fittings & fixtures like Tees, bends, junction boxes, etc for installation of detector s in buildings |
| 1100 | TUBE 1/2\" OD (M) |
| 1101 | Fitting, Bushing, 25.4 MM X 12.7 MM NPT(F) |
| 1102 | Male Connector 1/2\" MNPT x 1/2\" OD Tube |
| 1103 | Female Connector 1/2\" FNPT x 1/2\" OD Tube |
| 1104 | 2 Way Valve Manifold 2 x 12.7 MM FNPT, Material : SS316 |
| 1105 | Hex Nipple, 12.7 MM MNPT X 12.7 MM MNPT X 80 MM Long |
| 1106 | Union Tee, 3X12.7 MM OD Tube |
| 1107 | 1/2\" OD Tube End cap |
| 1108 | SCRAPPER DETECTOR 16IN, 600 # Series |
| 1109 | SCRAPPER DETECTOR 12IN, 600 # Series |
| 1110 | Jacking Bracket for 600#Scrapper Detectors complete as per tender specifications |
| 1111 | Gr B-CSW Inst.-Service (Gas) |
| 1112 | As built documentation for each station covering a) Control /signalling cable layout drawings,b) Cable trench details,c) Cable m arker details,d) Earth grid layout, e) Field instrument termination details, f) Cable schedule, g) Junction box wiring details, h)Earth 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 |
| 1113 | Gr B-CSW Inst.-Composite (Gas) |
| 1114 | Installation, testing and commissioning ofPressure Indicator (PI) of various ratings as per drawings, recoomendations of OEM and d irections of Engineer in-charge/ Site engineer |
| 1115 | Taking delivery, shifting within a road distance of 500 meters and installation & testing of the differnt instruments (like pressureGauge, Pressure Switch, Pressure Transmitter, temperature transmitter, scrapper detector, level switch, level transmitter, flow swi tch etc.) of various ratings by fabrication and installing all the required pipe fittings with pressure pipes, valves, plugs, tees, nipples, junction box, cables, supply and erection of all other required materials such as the supporting structure clamps, cannopy,screws, nuts, bolts, aluminium sheets, GI wire, steel plats, cement concrete etc. complete in all respects including supply of suit able size non flame proof cable gland at control panel end and terminating the already laid cables at field, junctionbox and contr ol panel end, mounting the junction boxes as per the Drawings, specifications and directions of the engineer in-charge/site engineerincluding cost of all labour, materials, consumables, tools, tackles and services rendered etc. All the instruments shall have to b e properly connectedto the earth pit through GI wires. The works shall include labelling, tagging using SS plates, glanding and fe rruling at both field and panel side. Installation to be done as perOEMs recommendations, vendor drawings and other approved drawi ngs. The scope also shall include Calibration of instruments, hydro-testing of Impulse tube, providing assistance in testing and com missioning of the instruments to control system vendor along with loop checking etc. |
| 1116 | INSTALLATION OF PI+PT: Installation, assistance in testing and commissioning of Pressure gauges and Pressure switches (PI+PS) / pres sure Gauge and pressure transmitter (PI+PT) of various ratings as per the directions of Engineer-in-charge/ Site engineer and drawin gs |
| 1117 | INSTALLATION OF PT: Installation, assistance in testing and commissioning of Pressure Transmitter (PT) / Pressure Switch (PS) of var ious ratings as per the directions of Engineer in-charge/ Site engineer anddrawings. |
| 1118 | INSTALLATION OF TEMPERATURE TRANSMITTER WITH THERMOWELL: Installation and assistance in testing & commissioning of temperature eleme nts/temperature transmitter(TT) by making necessaryholes on the pipes, welding the socket for thermowell on the pipe including sup ply of boss, silicon paste etc as per the directions of engineer in-charge/site engineer and drawings. |
| 1119 | INSTALLATION OF SURFACE MOUNTED TEMPERATURE TRANSMITTER Installation and assistance in testing & commissioning of Surface Mounted te mperature elements/temperature transmitter (TT) byby welding the weld pad on the surface of the pipe, silicon paste as per the dir ections of engineer in-charge/site engineer and drawings. |
| 1120 | INSTALLATION& TESTING OF SCRAPPER DETECTOR: Installation, assistance in testing and commissioning of Scrapper Detector of various ratings aas per OEM recommandations, vendor drawings, directions of engineer in-charge/site engineer andother approved drawings. |
| 1121 | INSTALLATION OF JUNCTION BOX/ PUSH BUTTON STATION- for MOV/ROSOV: Installation of non-flame proof junctionbox, explosion proof /flame proof junction boxes, Push button stations for MOV/ROSOV for marshalling of control cables, terminating the cables at field a nd control panel end, mounting the junction boxes/Push button station, connecting to earthing grid by supplying and installing all t he required materials such as supporting structure, canopy, cable gland hood, cement concrete, painting, GI wire etc. (excluding sup ply of the Junction Boxes/Push button station) in all respects complete as per specifications, drawings and direction of site Engine er including supply of suitable size non-flame proof cable glands at Control Panel end and the cost of labour,tools, materials, glan ding, ferruling etc. complete in all respects. |
| 1122 | INSTRUMENTATION JOBS FOR GOVs - Carrying out the instrumentation and control system jobs on the already erected actuator assembly ofGas operated valves (GOVs) & necessary cable connection at field and control panel end (excluding the supply of cables) calibratingthe control components, adjusting the limit switches, testing the whole assembly as per drawings specifications and direction of th e engineer in-charge/site engineer complete in all respect, including supply of suitable size non-flame-proof cable glands, ferruls,drilling/cutting of plate for fixing glands at Control Panel end and the cost of all labour, tools, glanding, ferruling, consumable s etc. |
| 1123 | INSTRUMENTATION JOBS FOR HOVs - Carrying out the instrumentation and control system jobs on the already erected actuator assembly ofHydraulic operated valves (HOVs) & necessary cable connection at field and control panel end (excluding the supply of cables) calib rating the control components, adjusting the limit switches, testing the whole assembly as per drawings specifications and directionof the engineer in-charge/site engineer complete in all respect, including supply of suitable size non-flame-proof cable glands, fe rruls, drilling/cutting of plate for fixing glands at Control Panel end and the cost of all labour, tools, glanding, ferruling, cons umables etc. |
| 1124 | INSTALLATIONOF CONTROL PANEL/CONSOLE DESK/ UPS/ RIO/ RTU/ PLC/ ACDB - Taking delivery, shifting the panels to installaion site anderection, installation, testing of Control panels, mounted with all the instruments, power supply units, UPS & battery banks logic control systems , barriers, providing assistance to control system vendor for commissioning of control system including panels, cont rol/console desk etc. installation on already made foundations or fixing on walls, or steel structure or fixtures aligning, levellin g, grouting, inter-wiring outgoing, incoming cable terminations as required, earthing, testing, complete in all respects as per draw ings, specifications and directions of the engineer in-charge/site engineer, including supply of suitable size non-flame proof cableglands for all incoming/outgoing cables and the cost of the materials, tools, labour, glanding, ferruling etc. complete in all resp ects.The indicated quantity iscumulative weight of panels. |
| 1125 | 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 etcas 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. |
| 1126 | AIR CONDITIONER SPLIT TYPE - Supply& Installation of 1.8TSplit Type five star BEE rated ACs (Daiiken / Hitachi / Carrier) along with 5KVA Voltage Stablizer & MS stand for outdoor unit, refregerant piping, drain piping complete as per instruction of EIC / Site Engineer |
| 1127 | EXPLOSION PROOF AIR CONDITIONERS - SPLIT TYPE |
| 1128 | Supply & installation of MAGNETIC PROXIMITY SWITCH with suitable junction box for termination of leads/cable for extending contact t o control system for unauthorised entry of building / MOV fencing. |
| 1129 | Installation of Infrared HYDROCARBON DETECTORS (point type / open pathtype), terminating the cables at field and control panel / RTUend, connecting to earthing grid by supplying and installing all the required materials such as supporting structure, canopy, cemen t concrete, painting, GI wire etc.(excluding supply of the Hydrocarbon detector) complete in all respectsas per specifications. |
| 1130 | NSTRUMENTATION JOBS FOR METERING SKID - Carrying out the instrumentation and control system job on the already erected Metering skid& necessary cable termination in the skid junction boxes at field end and control panel end (excluding the supply of cables) as perdrawings specifications and direction of the engineer in-charge/site engineer complete in all respect, including supply of suitablesize non-flame-proof cable glands, ferruls, drilling/cutting of plate for fixing glands at Control Panel end and the cost of all la bour, tools, glanding, ferruling, consumables etc. |
| 1131 | Installation of Explosion Proof & Weather Proof Manual Call Point/ Hooters/ Beaconsin Hazardous area, terminating the cables at fi eld and control panel end, connecting to earthing grid by supplying and installing all the required materialssuch as supporting stru cture, cement concrete, painting, GI wire etc.(excluding supply of the Manual Call Point/ Hooter/ Beacon) complete in all respect asper specifications. |
| 1132 | 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 brokenglass covers and painting it in red colour. |
| 1133 | Gr B-CSW Inst.-Supply (Product) |
| 1134 | 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 |
| 1135 | Supply of Pressure Indicators (PI) of the range 0 to 200 Kg / Cm2 as per the technical specifications attached in the Tender. |
| 1136 | SCRAPPER DETECTOR 16IN, 900 # Series |
| 1137 | Jacking Bracket for 900#Scrapper Detectors complete as per tender specifications |
| 1138 | Gr B-CSW Inst.-Service (Product) |
| 1139 | As built documentation for each station covering a) Control /signalling cable layout drawings,b) Cable trench details,c) Cable m arker details,d) Earth grid layout, e) Field instrument termination details, f) Cable schedule, g) Junction box wiring details, h)Earth 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 |
| 1140 | Gr B-CSW Inst.-Composite (Product) |
| 1141 | Taking delivery, shifting within a road distance of 500 meters and installation & testing of the differnt instruments (like pressureGauge, Pressure Switch, Pressure Transmitter, temperature transmitter, scrapper detector, level switch, level transmitter, flow swi tch etc.) of various ratings by fabrication and installing all the required pipe fittings with pressure pipes, valves, plugs, tees, nipples, junction box, cables, supply and erection of all other required materials such as the supporting structure clamps, cannopy,screws, nuts, bolts, aluminium sheets, GI wire, steel plats, cement concrete etc. complete in all respects including supply of suit able size non flame proof cable gland at control panel end and terminating the already laid cables at field, junctionbox and contr ol panel end, mounting the junction boxes as per the Drawings, specifications and directions of the engineer in-charge/site engineerincluding cost of all labour, materials, consumables, tools, tackles and services rendered etc. All the instruments shall have to b e properly connectedto the earth pit through GI wires. The works shall include labelling, tagging using SS plates, glanding and fe rruling at both field and panel side. Installation to be done as perOEMs recommendations, vendor drawings and other approved drawi ngs. The scope also shall include Calibration of instruments, hydro-testing of Impulse tube, providing assistance in testing and com missioning of the instruments to control system vendor along with loop checking etc. |
| 1142 | INSTALLATION OF PI+PS: Installation, assistance in testing and commissioning of Pressure gauges and Pressure switches (PI+PS) / pres sure Gauge and pressure transmitter (PI+PT) of various ratings as per the directions of Engineer-in-charge/ Site engineer and drawin gs |
| 1143 | INSTALLATION OF PT: Installation, assistance in testing and commissioning of Pressure Transmitter (PT) / Pressure Switch (PS) of var ious ratings as per the directions of Engineer in-charge/ Site engineer anddrawings. |
| 1144 | INSTALLATION OF REMOTE SEAL PT: Installation, assistance in testing and commissioning of Remote Seal Pressure Transmitter (RSPT) as per the directions of Engineer in-charge/ Site engineer anddrawings. |
| 1145 | INSTALLATION OF SURFACE MOUNTED TEMPERATURE TRANSMITTER Installation and assistance in testing & commissioning of Surface Mounted te mperature elements/temperature transmitter (TT) byby welding the weld pad on the surface of the pipe, silicon paste as per the dir ections of engineer in-charge/site engineer and drawings. |
| 1146 | INSTALLATION& TESTING OF SCRAPPER DETECTOR: Installation, assistance in testing and commissioning of Scrapper Detector of various ratings aas per OEM recommandations, vendor drawings, directions of engineer in-charge/site engineer andother approved drawings. |
| 1147 | INSTRUMENTATION JOBS FOR MOTOR OPERATED VALVES (MOV)/ROSOV/ROV - Carrying out the instrumentation and control system jobs on the alr eady erected actuator assembly of motor operated valves (MOV)by making the necessary cable connection at field and control panel end(excluding the supplyof cables) calibrating the control components, adjusting the limit switches, testing the whole assembly as p er drawings specifications and direction of the engineer in-charge/site engineer complete in all respect, including supply of suitab le size non-flame-proof cable glands, ferruls, drilling/cutting of plate for fixing glands at Control Panel end and the cost of all labour, tools, glanding, ferruling, consumables etc. |
| 1148 | Installation of Infrared HYDROCARBON DETECTORS (point type / open pathtype), terminating the cables at field and control panel / RTUend, connecting to earthing grid by supplying and installing all the required materials such as supporting structure, canopy, cemen t concrete, painting, GI wire etc.(excluding supply of the Hydrocarbon detector) complete in all respectsas per specifications. |
| 1149 | INSTALLATIONOF CONTROL PANEL/CONSOLE DESK/ UPS/ RIO/ RTU/ PLC/ ACDB - Taking delivery, shifting the panels to installaion site anderection, installation, testing of Control panels, mounted with all the instruments, power supply units, UPS & battery banks logic control systems , barriers, providing assistance to control system vendor for commissioning of control system including panels, cont rol/console desk etc. installation on already made foundations or fixing on walls, or steel structure or fixtures aligning, levellin g, grouting, inter-wiring outgoing, incoming cable terminations as required, earthing, testing, complete in all respects as per draw ings, specifications and directions of the engineer in-charge/site engineer, including supply of suitable size non-flame proof cableglands for all incoming/outgoing cables and the cost of the materials, tools, labour, glanding, ferruling etc. complete in all resp ects.The indicated quantity iscumulative weight of panels. |
| 1150 | Supply & installation of MAGNETIC PROXIMITY SWITCH with suitable junction box for termination of leads/cable for extending contact t o control system for unauthorised entry of building / MOV fencing. |
| 1151 | Gr B-Tele/OFC Works-Supply(Gas/Prod.) |
| 1152 | Supply of 40 mm OD HDPE pipe as per tender specifications |
| 1153 | Supply ofOFC Jointing kits as per tender specifications |
| 1154 | Supply of Electronic Marker Locator cum Cable/ Pipe Locator, Fault Locator as per tender specifications |
| 1155 | Supply of full range (upto 8 feet) RF iD Disk type Electronic Markers as per tender specifications |
| 1156 | Supply of pre-fabricated printed KM markers for OFC & HDPE as per tender specifications |
| 1157 | Supply of Joint pit markers for OFC joint locations as per tender specifications |
| 1158 | Supply ofpre-fabricated RCC (1:1.5:3) Joint Box with lid as per tender specifications |
| 1159 | Supply of RCC Transition pits for building entry points as per tender specifications |
| 1160 | Supply of 89 mm OD, Schedule 80, API 5L Grade-B/ ASTM A106 MS pipe for cable conduit as per tender specifications |
| 1161 | Supply of wall mounted Fibre Termination Box (FMS) as per tender specifications |
| 1162 | 2 Pair unarmoured Telephone Cable as per specifications |
| 1163 | 20 Pair Armoured PIJF Underground Telephone Cable as per specifications |
| 1164 | 5 Pair Armoured PIJF Underground Telephone Cable as per specifications |
| 1165 | Cat 6 UTP (LAN) Networking Cable as per tender specifications |
| 1166 | Wall mounted telephone socket outlet with 2 port telephone jack face plate (white/ cream colour) including RJ11 I/O. The item includes modular plate & switch box/ gang box for fixing the face plate. |
| 1167 | Duplex (2 port) Face plate (Network I/O point) (white/ cream colour) for Local Area Network including RJ45 I/O, modular plate & switch box/ gang box for fixing the face plate. |
| 1168 | Wall mounted Cabinet (switching closet) for housingNetworking Equipment/ CCTV hardware, patch panel & accessories including power distribution boxes, MCBs/ Isolator Switches, required installation materials as per tender specifications |
| 1169 | 24 Port L2 Network Switch with Optical Interfaces as per tender specifications |
| 1170 | Power cable3 core x 2.5 mm2 Armoured, Copper as per tender specifications |
| 1171 | 600 VA UPS with 15 minutes battery back-up for LAN switch |
| 1172 | Gr B-Tele/OFC Works-Service(Gas/Prod.) |
| 1173 | Laying of HDPE pipe (excluding blowing of OFC) inmainline pipe trench at the bottom in all types of soil (including roads, canals,rivers, nullahs, water course crossings, submerged crossings, saltpan areas etc.) including supply and installation of suitable str aps 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, inspectio n of HDPE joints, testing the installed HDPE duct by blowing \"mandrel\" with compressed air,pressure testing the HDPE pipe after la ying as per procedure and performing all work as per drawings, specifications and instruction of the Engineer-in-charge/ Site Engine er and provisions of the contract document for making the duct ready in all respect for OFC blowing. The job includes transportation , loading and unloadingof HDPE ducts in nominal length of 1000 meters and duct accessories such as couplers, end caps, end sealingplugs etc. to various sites along the entire ROW / HDD crossinglocations as per specifications and directions of Engineer-in-char ge/ Site Engineer |
| 1174 | 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 Optical fibre cables by taking OTDR traces and submitting the OTDR trace printouts to Site Engineer/ Engineer-in-charge. The job includes the supply and installation of required materials such as fixing clamps, screws, tags etc. as required to complete the job in all 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. |
| 1175 | Trenching for laying of HDPE in Independent trench Excavationin unpaved areas of earth in worksites for conventional cable trenches for a depth upto 1.65 metres including shoring,strutting etc. (if necessary), backfilling the trench, as directed byEngineer-in-charge/ Site Engineer,including alllabourand materials complete asper drawings and tender specifications |
| 1176 | 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 |
| 1177 | Installation of OFC jointing kits as per drawings, specifications and directions of Engineer-in-charge/ Site Engineer |
| 1178 | 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. |
| 1179 | Installation of pre-fabricated printed KM markers for OFC & HDPE as per tender specifications, drawings and directions of Engineer-i n-charge/ Site Engineer |
| 1180 | Installation of OFC Joint pit markers at every joint location as per specifications, drawings and directions of Engineer-in-charge/ Site Engineer |
| 1181 | Installation of pre-fabricated RCC (1:1.5:3) Joint Box with lidas per tender specifications, drawings and directions of Engineer-i n-charge/ Site Engineer. |
| 1182 | Installation of Transition Pits at building entry points as per tender specifications, drawings and directions of Engineer-in-charge / Site Engineer |
| 1183 | Installation of Wall mounted Cabinet (switching closet) for housingNetworking Equipment/ CCTV hardware, patch panel & accessories including power distribution boxes, MCBs/ Isolator Switches, required installation materials as per tender specifications |
| 1184 | Installation of wall mounted Fibre Termination Box (FTB) as per tender specifications and directions of Engineer-in-charge/ Site Engineer |
| 1185 | Gr B-Tele/OFC Works-Composite(Gas/Prod.) |
| 1186 | Supply, erection and installation of GI Pipe of 100 mm nominal bore medium Class B as per IS1239 subject to owner\"s approval including 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. |
| 1187 | Supply and Installation of GI Pipe of 100 mm nominal bore heavy class as per IS1239, sub ducted by 40 mm OD HDPE pipe (excluding supply of HDPE pipe), by boring or jacking method across railway / road crossing, including all necessary pipe fittings, cost of arranging boring machine, other associated machinery, tools, tackles, skilled manpower, labour etc. job complete in every respects as per the directions of Engineer-in-charge/ Site Engineer. Measurement shall be done by the length of the GI pipe used in the crossings |
| 1188 | Supply and installation of IDF (intermediate distribution frame) / Distribution box of20 Pair capacity with mounting arrangement as per specifications |
| 1189 | Supply and installation of IDF (intermediate distribution frame) / Distribution box of10 Pair capacity with mounting arrangements as per specification. |
| 1190 | Supply and installation of MDF (Main distribution frame) /Distribution box of50 Pair capacity as per specifications |
| 1191 | Laying ofHDPE conduit and blowing of OFC cable inside the SV/MOV premises along the boundary wall, line item includes supply & installation ofsuitable clamps , connectors, fixture, corner bends, tools & tackles (comprising of anchor bolts/nuts/accessories etc) required for OFC entry inside SV/MOV loctaionalong theboundary 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 building 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. |
| 1192 | Gr B-CSW Electrical-Supply (Gas) |
| 1193 | Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge |
| 1194 | Rubber hand gloves suitable for 11/6.6 KV operation with ISI mark. |
| 1195 | Supply & installation of 2000 mm X 1000 mm and of thickness as mentioned below, approved quality insulating Elastomermats as per s pecifications. |
| 1196 | Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2 mm (Class A) |
| 1197 | Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2.5 mm (Class B) |
| 1198 | Supply of fully charged CO2 fire extinguishers as per specifications (4.5 kg capacity as per IS: 2878 latest) |
| 1199 | Supply of fully charged CO2 fire extinguishers as per specifications (2 kg capacity as per IS: 2878 latest) |
| 1200 | Supply of fire buckets mounted on stand |
| 1201 | Supply of Silent Type DG set along with processor based AMF system, Industrial Lead-Acid Batteries for Starting of DG Set, Acoustic Enclosure, exhaust piping with its support structure, internal fuel tank of 12 hrs. capacity etc., as given in the technical specifi cation complete in all respects |
| 1202 | 25 KVA, 415V, 3 Phase |
| 1203 | Supply of ACDB Panel (IP-4X Degree of Protection) with base frame, having incomers and feeders, suitable for 03 phase DG supply, of approved make, as indicated in technical specifications, complete in all respects. |
| 1204 | Supply of LT cables, 1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 overall sheat hed, Stranded, FRLSH, C2, Smoke density<40%, as per technical specifications |
| 1205 | Cu, 3Cx2.5 mm², 2XWY |
| 1206 | Cu, 12Cx2.5 mm², 2XWY |
| 1207 | Cu, 4CX4 mm²,2XWY |
| 1208 | Al, 3Cx10 mm², A2XFY |
| 1209 | Al, 3.5Cx25 mm², A2XFY |
| 1210 | Al, 3.5Cx50 mm², A2XFY |
| 1211 | Supply of high mast tower as per technical specification enclosed IOCL-PL-PJ-ELEC-HMT-1.0. The job includes supply of (1) 30 M high mast structure with lantern carriage with raising/lowering mechanism by FLP motor, min. steel plates sheet thickness shall be 5 mm ( 2) LED flood light fixtures & lamps- 350 W (120 Lumens/W min. efficiency) - 12 nos. & LED Aviation obstruction lights - 02 nos. (3) Lightning arrestor-1200 mm length finial (4) FLP feeder pillar board with cables from feeder pillar to base compartment of high mast(5) Foundation bolts.The vendor will submit the foundation design based on soil strata (soil report shall be provided by IOCL) oflocations. Further vendor shall provide supervision for testing & commissioning of high Mast |
| 1212 | High Mast Shaft with cables, FLP/WP motor, cables and accessories - For30m Height |
| 1213 | Foundation bolts with anchor plate & common template for high mast tower (30m Height) |
| 1214 | LED flood light type -350 W (12 nos.) & Aviation obstruction LED light - 02 nos. |
| 1215 | Outdoor stand mounted FLP/WP feeder pillar |
| 1216 | Gr B-CSW Electrical-Services (Gas) |
| 1217 | Excavationin unpaved areas of earth in worksites for conventional cable trenches for a depth upto 1.5 metres including shoring,strutting etc. (if necessary), backfilling the trench, job complete in all respects,including alllabourand materials comple te asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge |
| 1218 | WBM Road/concrete breaking for cable trenches including required shoring strutting etc., and repairing of the road/dyketoorigina l condition and disposing off excess materials(within thework site) job complete in all respects including the cost of labou r, tools, materials, load, lifthire charges of equipments, ifany, complete asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge |
| 1219 | Layingofall typeof cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in tra ys, in protective pipes, poles,columns, in conduits, in panels and on structures etc.;including the supply and installation of all r equired materialssuch as fixingclamps ,screws, cable straps,tags etc.as required (other than the supplyof the conduits, ca bles, pipes, cable racks, trays,poles,structures and panels) completeinall respect, including cost of alllabour, tools, co nsumable materials etc. and cutting the cables in required lengths asper drawings, specification and directionsofSite Engineer/ Engineer-in-Charge |
| 1220 | Power cables LT : OD upto 20 mm |
| 1221 | Power cables LT : OD above 20 mm and upto 40 mm |
| 1222 | Control cables (T&I) : OD upto 20 mm |
| 1223 | Control cables (T&I) : OD above 20 mm and upto 30 mm |
| 1224 | Installation, laying of 2 Pair PVC insulated copper conductor un-armoured telephone cables in 16 mm/ 25 mm/ 32 mm PVC conduits from IDFthrough ceiling/ wall/trench and post-laying end to end testing of telephone cables. The job includes supply, installation, fix ing of wall mounted telephone socket outlet with 2 port telephone jack face plate (white/ cream colour) including RJ11 I/O with modu lar plate & switch box/ gang box for fixing the face plate & accessories, supply and installation of PVC Conduits, all required mate rials such as fixing clamps, screws, cable straps, tags etc. as requiredcomplete in all respects as per specifications & scope of work, drawings and directions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, materials etc. |
| 1225 | Installation, laying of Cat 6 LAN Cables in 16 mm/ 25 mm/ 32 mm PVC conduits from network switch through ceiling/wall/trench and pos t-laying end to end testing of cables. The job includes supply, installation & fixing of Duplex (2 port) Face plate (Network I/O poi nt) (white/ cream colour) for Local Area Network including RJ45 I/O, modular plate & switch box/ gang box for fixing the face plate & accessories, supply and installation of PVC Conduits, all required materials such as fixing clamps, screws, cable straps, tags etc . as required complete in all respects as per specifications & scope of work, drawings and directions of Site Engineer/ Engineer-in- charge including cost of all labour, tools & tackles, materials etc. |
| 1226 | \"Erection, Installation, Connecting, testing and commissioning of 25 kVA three phase 415V Silent Emergency DG with AMF panel, Lead A cid batteries and acoustic enclosure, including execution of terminal connections of power and control cables for DG set & AMF Panel&other accessories of DG Set earthing of alternator neutral, frame and armour of the cable etc., as per drawings, specifications,recommendations of the D.G. Set manufacturer and directions of the Site Engineer. The job complete in all respects including supplyand installation of all the required power and control cable upto AMF Panel, cable end lugs, cable glands,GI/Copper earthing wire/s trip, acoustic enclosure etc.including all labour, tools, consumable etc. It may be noted that allworks related to foundation is included in the contractor\"s scope of work. ( The POL for the DG set commis sioning & trial run shall be arranged by the owner, free of cost) Note : Main LT power cable from DG set to ACDB panel shall be prov ided by the Owner.\" |
| 1227 | Installation of corrosion monitoring probes including 2\" Flareweld on station piping at desired location and 12 O\"Clock position formounting of ER Probe under the supervision of site engineer. Flareweld assembly shall be supplied by owner. The job shall be comple te in all respect with material, tools & tackles, consumables etc. |
| 1228 | Installation, testing and commissioning of Free Standing Floor mounted ACDB Panelas per the specifications including terminations,connections, supply of end lugs, cable glands, making spare entries blind, providing tags & ferrules, pasting panel wiring diagram with acrylic sheet inside the panel, all other materials, labour tools and tackles as per the directions of the Site Engineer / Engi neer-in-charge. |
| 1229 | Gr B-CSW Electrical-Composite (Gas) |
| 1230 | Supply, installation & fixing of prefabricated perforated GI cable trays of width 150 mm, 300 mm, 450 mm & 600 mm as per site requir ement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respective ly with concentric static load as 70 Kg at the centre, with materials, labour, tools and tackles, consumables etc , asper drawings , specification and directionsofSite Engineer / Engineer-in-Charge |
| 1231 | Supplying and spreading of approved quality fine dry river sand in cable trenches including the cost of all material, transport, loa d and lift charges, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer /Engineer-in-Charge |
| 1232 | Supply and laying of approved quality 75 mm thick second class brick flat soling with sand filling in the interstices, in cable tren ches for protection including the cost of all brick and sand, labour, load and lift charges , tools and tackles etc , asper drawin gs, specification and directionsofSite Engineer / Engineer-in-Charge |
| 1233 | Supply, erection & installation of MS cable markers, including excavation, installation of the markers, cement concrete grouting, ba ckfilling, materials, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer/ Engineer-in-Charge |
| 1234 | Making straight through joints on Al/Cu conductor XLPE/PVC insulated armoured cable including the supply of required materials such as cable jointing kit (of heat shrinkable sleeve type of Raychem/Mseal/3M) , materials, labour, tools and tackles, consumables etc ,asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge |
| 1235 | Power cables LT : OD upto 20 mm |
| 1236 | Power cables LT : OD above 20 mm and upto 40 mm |
| 1237 | Supplying, installation, testing of GI earthing electrode, including the supply and installationof the CI cover, charcoal /specialbackfill etc. and construction of chamber; complete asper drawings,specifications and directions of the Site Engineer, Including thecostof alllabour, tools, materials etc. completein all respects. |
| 1238 | \"Supply, installation, testing of earthing system consisting of 3 earth pits of perforated GI pipes earthing electrodes and copper p late terminal block including construction of chamber using cement concrete with earthing pit cover and frame, supply of charcoal /s pecial backfill, salt etc. including supply of interconnecting cables / strips including necessary welding etc complete as drawings,specifications and directions of the site engineer/Engineer-in-charge, including cost of tools, materials etc complete in all respe cts as per latest revision of drawing No. :9200-99900-405-030-00. The job shall also include testing of each earth pit and the entir e earthing system on whole. Note: Earthing for field instruments shall be provided from Station earth grid covered in Electrical SOR.\" |
| 1239 | Supply & Installation of G.I. earthing plate as per latest revision of drawing no. 9200-99900-404-009 outside the buildings. The ite m also includes grouting of the plate as shown in the drawing. The item should be complete in all respect including all materials, t ools, tackels etc. and as per direction of EIC / Site engineer. |
| 1240 | \"Supply, installing and testing of earthing strip/wire/rope/cable forcompletely making the earthing grid system by supplying, layi ng theGI / Cu strip and makingall the necessaryweldingjoints, connecting to the earthing electrodesand existing earthing gridetc., complete as per drawings, specifications and directions of the Site engineer/Engineer-in-charge, including the cost of a ll labour, tools, materials, etc. complete in all respect. \" |
| 1241 | 50 mm X 6 mm G.I. earthing strip |
| 1242 | 40 mm X 5 mm G.I. earthing strip |
| 1243 | 25mm x 4 mm copper flat |
| 1244 | 25mm x 3 mm copper flat |
| 1245 | GI wire(8 SWG) |
| 1246 | GI wire / rope 10 mm diameter |
| 1247 | Copper cable as per specifications - 95 Sq.mm |
| 1248 | Copper cable as per specifications - 10 Sq.mm |
| 1249 | Supply, erection & installation of cable conduits made up of GI pipes of medium class \"B\" subject to owner\"s approval in trenches (a lready made), on walls, concrete structure etc., including supply and installation of all the necessary pipe fittings such as bends,sockets, elbows, tees etc., bending, threading, binding, clamping, providings, spacers, plugs, packings, bushings etc., as required Job complete in all respects including the cost of all labour, tools, material etc.and as per specifications and directions of s ite engineer / Engineer-in-Charge. |
| 1250 | 25 mm |
| 1251 | 37 mm |
| 1252 | 50 mm |
| 1253 | 100 mm |
| 1254 | Supply, fabrication, erection, installation of steel structural works of any type and shape such as cable raks, cable trays, push bu tton control posts etc., as requiredjob complete in all respects including the cost of all labour, tools, material etc., complete. and as per specifications and directions of site engineer/ Engineer-in-Charge. |
| 1255 | \"FLAME PROOF FITTINGS : Note: All equipment under this category shall be suitable for location in zone-I gas group IIA & IIB (Temp. class T3) area with a se parate terminal box for incoming cable and a separate terminal box for out going cable (where applicable), apart from separate enclo sure for each equipment including control gear etc. in IP 65 cast aluminium LM-6 certified enclosure. \" |
| 1256 | FLAMEPROOF TUBELIGHT, 2x22Watt, LED, SUITABLE FOR Exd Gas Group II C, as per IS/IEC 60079-2007 |
| 1257 | FLAMEPROOF LED FLOOD LIGHT FITTING 90 W: Supply, installation, testing & commissioning of Ex\"d\" (Flameproof) Flood Light Fixture wit h provision ofCable Entries: 2 Nos. x 3/4\" ET, Cable Glands: 2 Nos. x 3/4\" ET (Max. OD 20mm) - Ex\"d\"(IIA/IIB), Double Compression type, Brass Nickel Plated with PVC Hood. Blanking Plug: 1 No. x 3/4\" ET - Ex\"d\", Brass Nickel Plated. Gasket: Neoprene, Hardware: SS304, Earthing: External 2 Nos. (M6), Internal 1 No. (M5), and as per attached detailed technical specification. |
| 1258 | FLAMEPROOF LED FLOOD LIGHT FITTING 45 W: Supply, installation, testing & commissioning of Ex\"d\" (Flameproof) Flood Light Fixture wit h provision ofCable Entries: 2 Nos. x 3/4\" ET, Cable Glands: 2 Nos. x 3/4\" ET (Max. OD 20mm) - Ex\"d\"(IIA/IIB), Double Compression type, Brass Nickel Plated with PVC Hood. Blanking Plug: 1 No. x 3/4\" ET - Ex\"d\", Brass Nickel Plated. Gasket: Neoprene, Hardware: SS304, Earthing: External 2 Nos. (M6), Internal 1 No. (M5), and as per attached detailed technical specification. |
| 1259 | Flame proof, weather proof, single phase, 12\" exhaust fan, IP65, Gas Group IIC of reputed make alongwith supporting frame, bolts, lo uvers, flame proof motor, including supply & installation of flameproof double compression cable glands & flame proof plugs for seal ing all spare entries, complete in all respects |
| 1260 | Supply and installation of shock treatment chart framed in good qualityglass in English / Hindi / Local Language. |
| 1261 | Supply and installation of vitreous enamel caution boardssuitable for 440 V/11kV/6.6 kVas per IS 255 including fixing on the wal l with all the required hardware etc. complete in English / Hindi/ Local Language. |
| 1262 | Supply and installation of approved quality stainless steel name inscription plates including anodising, engraving the inscriptions,providing screws, etc. for equipments viz. motors, motor control centres, switchgears, push button stations etc. as required, provi ding necessary holes tapping etc. and fixing the same complete in all respect as per the direction of Site Engineer/Engineer-in-char ge including the cost of all labour, tools etc. |
| 1263 | \"Supply and installation of approved quality plasticname inscription plates including engraving the inscriptions, providing screws , etc. for equipments viz. motors, motor control centres, switchgears, push button stations etc. as required, providing necessary ho les tapping etc. and fixing the same complete in all respect as per the direction of Site Engineer/Engineer-in-charge including the cost of all labour, tools etc.\" |
| 1264 | Supplying, installation and testing with 1.5 Sq.mm stranded PVC insulated copper conductor wires for phase & neutral of 650V grade i ncluding earthing by providing 1.5 Sq.mm earth insulated continutity wire of copper in PVC conduit (Supply & installation of PVC con duit covered elsewhere in SOR) recessed on wall/ceiling/ false celing including supply & installation of switch boxes, junction boxe s, pull boxes, bushes, screws, check nuts, bends, modular switches and sockets . Thecircuit wiring with 4 Sq.mm PVC copper wire fr om D.B. to switchboard as required is also in the scope of the contractor. |
| 1265 | 1 light point controlled by 1 switch |
| 1266 | 2 light points controlled by 1 switch |
| 1267 | 3 light points controlled by 1 switch |
| 1268 | Wiring with PVC insulated 2.5 sqmm copper conductor wire for fan points (1 fan point controlled by 1 modular switch) including provi ding space for electronic regulator in switch box , providing and fixing fan hook in the ceiling as per specifications and drawings. |
| 1269 | \"Wiring with PVC insulated 2.5 sqmm copper conductor wire for phase & neutral , 650 V grade including earthing , the third pin with 1.5 sqmm copper conductor earthing insulated continuity wire for exhaust/ wall bracket fan including providing and fixing of 5 pin 6A modular socket and 10 A modular switch near the door or as as per specifications and drawings. The circuit wiring shall be with 4sq. mm PVC copper wire from switchboard to 1st exhaust fan for multiple exhaust fans in one circuit. \" |
| 1270 | Wiringfor 250 V single phase and neutral 16 amps modular power plug point with PVC insulated 4 sq. mm. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 2.5 sq. mm copper conductor earthing insulated continuity wire, complete with providing and fixing of 6 pin 16/6A modular socket and 20/10 A modular switch (1 plug point per circuit) as per specif ications and drawings |
| 1271 | Wiring as in item no. 1 for 250 V single phase and neutral 6 amps modular plug point with PVC insulated 2.5 sq. mm. copper conductorwires for phase & neutral, 650 V grade including earthing, the third pin with 1.5 sq. mm copper conductor earthing insulated contin uity wire, complete with providing and fixing of 5 pin 6A modular socket and 10 A modular switch (1 plug point per circuit) as per s pecifications and drawings. |
| 1272 | \"Point wiring for power plug point with 4 sq.mm stranded PVC insulated copper wire including earthing the third pin with 2.5 sq. mm copper insulated earthing wire complete with supply and fixing of recessed mounted industrial type 3 pin 32 A metal cladsocket andplug, 20A MCB (Motor duty) housed in a 16 gauge M.S. Box \" |
| 1273 | \"Supply , installation, testing and commissioning of TPN lighting / AC Distribution board ofapproved make with rating and feeders as per specification. The DB shall be of IP-42 protection class and shall conform to IS 8623. The board shall be fitted with an acry lic door as per specifications and drawings \" |
| 1274 | Double Door EURODB of Havells or equivalent approved make having bus bar 200 A TPN, 1 Incomer 125 A FP MCB Isolator with 125 A FP RC CB (Senstivity 100 mA) alongwith 3 numbers 63 A TPN MCB as per specification. |
| 1275 | Double Door Translucent Euro DB of Havells or approved makehaving 100 A TPN Copper Bus bar, 1x63 A TPN MCB , 1x63 A RCCB (100 mA S ensitivity), 9x6A SP MCB & 6x20 A SP MCB as per specification |
| 1276 | Double Door, EURO DB of Havells or equivalent approved make having 200 A TPN Bus Bar, 1 x 100 A FP MCB, 1x100 A FP RCCB (100 mA Sens itivity), 9x32 A SPN Motor duty MCB as per specification. |
| 1277 | Euro DB DBOXx of Havells or equivalent make complete with bus bar, neutral links, earth links and 1 x 6 A MCB SPN & 7x2 A SPN MCB |
| 1278 | Supply, installation, connection, earthing and testing of the following fittings,including supply and installation of drop pipes, ho oks, fittings, fixtures, nuts,bolts, supports, on walls, outlet box for regulators and all other required materials etc. as per spec ifications, drawings and directions of the Site Engineer including cost of all labour, tools, materials etc. complete in all respect s.Make of the fittings can be the make mentioned in the respective SOR items or equivalent model from the approved make list given i n the specifications. |
| 1279 | Supply and fixing of recess mounted weather prooflightwith LEDs, 42 W or more, having 2950 lumens or more output. LED Fitting ofPHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector bloc ks etc including installation with LED of approved make. |
| 1280 | Supply and fixing of surface mounted weather proof LED light fitting of PHILLIPS or equivalent approved make with LED of 42 W or mor e, having 2950 lumens or more output complete with all accessories such as LED module, driver, optics, thermal sink, connector block s etc including installation with LED of approved make. |
| 1281 | Supply and fixing of surface mounted weather proof light Downlighter LED of 15 W or more, having 1000 lumens or more output of PHILL IPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etcincluding installation. |
| 1282 | Supply, installation, testing and commissioning of swan neck lighting pole of100mm nominal Diameter B class MS pipe (Height of bot tom of light fitting shall be 5 meters from FGL), having base Plate 200mmx200mmx5mmalong with Flameproof and Weatherproof 2x18W LE D well glass light fitting complete with lamp and built-in control gear and choke of approved make, including supply and installatio n of earthing conductor of 8 SWG GI wire, nuts, bolts, Neck portion of lighting pole shall made up be of 50mm diameter GI pipe (radi us of neck shall be 250mm). The pole shall be painted with 01 coat of primer and 02 coats of aluminium paint. The job shall also inc lude supply and installation of 4 way Flameproof/weather proof junction box (with 4 cable entries) having 8 Nos., 6A, 440V shrouded terminal, with double compression FLP glands/lugs with looping arrangement and supply and termination of 3C X 2.5 sq. mm. armoured c opper PVC/XLPE insulated cable from JB to light fitting The job complete in all respects as per specifications, drawings and instruc tions of EIC / Site engineer. |
| 1283 | Installation, testing, commissioning charges of LED street light including supply of 5 m high GI pole and associated civil foundatio n works complete in all respects. |
| 1284 | Ceiling fan, BEE 5 star rated,with electronic regulator & other accessories and fittings etc. of approved make with 56\" Sweep size |
| 1285 | 12\" Oscillating wall mounted bracket fan, noiseless, plastic moulded construction, rotary device for 3 step speed control integratedunit of approved make with all accessories complete in all respect. |
| 1286 | Supply, installation, testing of single phase 230 V, industrial type heavy duty exhaust fan of GEC/Usha/Crompton Greaves or of appro ved make fitted/ provided with louvres, supports etc. including making the required opening on walls, fixing and connecting the wire s etc. including earthing the body of the fan, making good the opening on the wall etc. complete as per specifications, drawings anddirection of Site Engineer including the cost of all labour, tools, materials etc. complete. |
| 1287 | 18\" Sweep |
| 1288 | 12\" Sweep |
| 1289 | Supply, installation, fixing in position, PVC conduit pipes, of ISI marked , in concrete, brick work etc. during or after constructi on by making grooves in the wall, ceiling etc. cutting threads and jointing the pipes with PVC couplers, providing necessary tees, b ends, junction boxes etc. with 12 SWG GI wire inside conduit without joint for concealed wiring, including making good the concrete,brick work, surfaces etc. complete as per drawings and direction of Site Engineer / Engineer-in-charge including cost of all labour , materials etc. |
| 1290 | 19 mm |
| 1291 | 25 mm |
| 1292 | 32 mm |
| 1293 | Supplying and laying reinforced cement concrete light duty hume pipe, non pressure type (NP3), centrifugallycast conforming to I.S .458 with 1:3:6concrete casing at joints as required with necessary slope including excavation, backfilling, supply of collars, jo inting of pipes with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement: 2 fine sand), testing of joints, complete i n all respects as per specifications, drawingand the direction of the EIC/Site Engineer: |
| 1294 | 300 mm dia |
| 1295 | 200 mm dia |
| 1296 | Supply fixing and erection of modular cable transit (MCT) for cable entry to building in proper frame including supply of peelable t ype, spare block, stay plates compression wedgs etc. with all accessories as per specification considering 20 % minimum spare in eac h module to be installed as per instruction of Engineer in charge/ site engineer: |
| 1297 | Galvanised mild steel frame with packing space of Min.120x240 mm with multi diameter blocks and accessories with peeling off arrange ment to adjust cable size from 3.5mm to 99mm outer dia |
| 1298 | Supply, installation and testing of Lightning arrestor on top of the MOV buiding or MOV CP buiding for diverting lightning surges tothe ground. The work shall include supply of 4 Meter long copper lightning arrestor with 5 spronged phenyl rod base plate etc. comp lete with necessary insulators including supply and fixing of 50 x 6 mm GI earthing strip of required length and connection to the m ain earthing grid. |
| 1299 | Erection, Installation,Testing & Commissioning of the high mast tower with the help of suitable tools and plants, wiring of luminair es with all wiring materials like PVC insulated PVC sheathed flexible cable of suitable copper conductor cores of 1.5 sq. mm, lugs, MCB and all labour.Scope of work shall include erection & installation of high mast tower, cable connections, erection & installat ion of luminaries & aviation lights, lightning finial,all accessories, cables, etc., erection, foundation casting & grouting of FL P feeder pillar, end connection termination & laying of cable from feeder pillar to basecompartment of high mast complete with allmaterials and labour as per instruction of Site Engineer/EIC. Earthing works for High Mast tower including construction of earth pi ts to be operated in relevant separate item : For 30 M Height High Mast Tower |
| 1300 | Construction of shallow foundation with M20 grade concrete for the high mast considering the safe soil bearing capacity at site as 1 0 T/sqmtr at 2 metre depth complete with all materials and labour as per instruction of Site Engineer/EIC. Design of foundation shal l be provided by IOCL. Piling work if required as per soil strata in foundation of high mast is not covered in this scope of work an d shall be taken up separately : For 30 M Height High Mast Tower |
| 1301 | Gr B-PCP-Supply (Gas) |
| 1302 | Supply of Solid State Diode Decoupling Device of approved make including required length of cable as per specifications |
| 1303 | Supply of Surge Arrestors of approvedmake including required length of cable & as per specifications for protection of insulating couplings |
| 1304 | Supply of Cathodic Protection unit of approved make, complete in all respects as given in the specification with all its accessoriesto ensure trouble free operation |
| 1305 | Automatic type Cathodic Protection Power Supply Module (CPPSM) cum Cathodic Protection Transformer Rectifier (CPTR) unit with 48 V D C & 230 V AC input and 25 V, 25 A DC output along with DC-DC converter & TRU with built in digital data logger having GSM mobile pho ne connectivity, SCADA linkage and data downloading facilities for data downloading/monitoring, complete as an intergral unit, as pe r specifications and of approved make |
| 1306 | 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. |
| 1307 | Flame proof & Weather proof junction Box of approved make as per technical specifications. |
| 1308 | Supply of wall mounted DC distribution board of approved make in IP-42 ingress protection for power supply to CP equipments as givenin technicalspecifications: DC distribution board with one incomer, 100 A DP MCB& outgoing feeders 1x63A DP MCB & 2x32 A DP MCB |
| 1309 | Supply of XLPE insulated , PVC sheathed cable, 1100 V gradeconforming to IS: 7098 (P-1) as per specifications and approved make |
| 1310 | Copper Cable size 1cx35 sq. mm Armoured |
| 1311 | Copper Cable size 1cx25 sq.mm Armoured |
| 1312 | Copper Cable size 2cx6 sq.mm Armoured |
| 1313 | Copper Cable size 2cx25 sq.mm Armoured |
| 1314 | Supply ofCu- Cuso4permanent Half cell with minimum 10 m length of tail cable, as per specifications of approved make |
| 1315 | Gr B-PCP-Services (Gas) |
| 1316 | Installation 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 required material, excavation, bac kfilling etc. as per specification and directions of Site Engineer/ Engineer-in-Charge. |
| 1317 | Installation of surge arrestors including terminating the cables, laying of cable, testing & commissioning of surge arrestors etc. a ll complete with required material, excavation, backfillingetc. as per specification and directions of Site Engineer / Engineer-in -Charge. |
| 1318 | Installation of permanent half cells including connecting the cable in the TLP etc. with cable lugs, sealing material, laying of cab le, testing & commissioning of cell etc. all complete with required material, excavation, backfillingetc. as per specifications, r ecommendation of cell supplier and directions of Site Engineer / Engineer-in-Charge. |
| 1319 | Conducting \" Coating-Resistance Survey\" for calculation of effective coating resistance of both CBRAPL & ETBPNMTPL pipelines in ohms -sq.m. along the entire pipeline and plotting on SEMILOG or X-Y GRAPH& submitting the report in graphical form as well as soft cop y as per Specification / approved procedure and directions of Site Engineer / Engineer-in-Charge. |
| 1320 | Conducting Close Interval ON/OFF Potential Logging Survey at an interval of 1 m over the buried line for both CBRAPL & ETBPNMTPL pip elines in the right of way including the cost of all expert manpower, transportation and camping facilities etc. to their employees,materials, test instruments, equipments, consumables etc., required for the survey as per the standard specifications, and approvedprocedures identification of areas/locations where coating repair is required alongwith suggestion for remedial measures etc. inclu ding the submission of draft reports in 2 sets and incorporation of owner\"s comments in the draft report and final reports in 6 setsincluding one soft copy containing the survey results in the graphical as well as tabular forms computerised colour print and compl ete in all respects and directions of Site Engineer / Engineer-in-Charge. |
| 1321 | Close Interval ON/OFF Potential logging survey |
| 1322 | \"Conducting Direct Current Voltage Gradient Survey over the buried line to identify / pin point the coating defects in the right of way for both CBRAPL & ETBPNMTPL pipelines including the cost of all expert manpower, transportation and camping facilities etc. to t heir employees, materials, test instruments, equipments, consumables etc., required for the survey as per the standard specification s and approved procedures, identification of areas/locations where coating repair is required alongwith suggestion for remedial meas ures etc. including the submission of draft reports in 2 sets and incorporation of owner\"s comments in the draft report and final re ports in 6 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 includes establishing the coating defect at specified locations by excavation in coordination with mainline contract or, who will arrange to repair the defects.\" |
| 1323 | Conducting \"Soil Resistivity Survey\" at anode bed location after ascertaining its suitablity with respect to the existing system , f or installation of Anode Bed (deep / shallow / distributed), as per the specification, approved procedures and instructions of Site Engineer / Engineer-in-Charge. |
| 1324 | \"Conducting AC interference survey, to detect presence of any AC voltage(induced owing to proximity of any HT transmission line (66 KV and above) crossing or running parallel within a distance of 20 M from thepipeline alignment of both CBRAPL & ETBPNMTPL pipelin es as per approved procedure. The work shall be completed in all respects including survey recommending mitigation measures & post m itigation survey. The work includes all tools, tackles, consumables etc. all complete, required for survey / test as deemed necessar y and as per the directions of the site engineer / Engineer-in-Charge. Note : AC interference survey shall be done at respective TLP by connecting data logger to maintain record for minimum 24 hours. Thedata to be submitted for each such TLP alongwith coloured graph and recommendations.\" |
| 1325 | Conducting Mututal Interference Survey among the new and existing pipelines / facilities(foreign) by taking PSP survey of all the pi pelines as per approved procedure todetermine level of interference at different places along both CBRAPL & ETBPNMTPL pipelinesa nd at point of crossing in common ROW including identifying points andproviding the data/ record in graphical form and carrying ou t all necessary work for mitigating the interference observed among the pipelines , including retesting the same to ensure efficacy of the remedial measures undertaken.The contractor shall submit a full final report with detailed PSP readings at all TLPs along wit h graphsin six sets.The item should be complete in all respect including survey, work for mitigating the interference and post mit igating survey as per specifications/directions of site engineer / Engineer-in-Charge. |
| 1326 | \"Erection, testing and commissioning of cathodic protection units (CPTR/CPPSM); including supply and installation of all facilities,materials etc., including fuses, all supporting structures, laying and connecting the 1100 V Grade power cable (2 runs of 1Cx25 sqm m Cu. conductor XLPE insulated Armoured Cable) from DCDB to CPPSM unit / laying and connecting the 1100 V Grade power cable (owner p rovided 1 run of 3Cx10 sqmm Al. conductor XLPE insulated Armoured Cable) from ACDB to CPTR unit,providing the 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 settin gs as required and testing the pipeline section for full cathodic protection for entire stretch. The job complete in all respect sha ll include costof all labour, tools as per specifications and directions of the Site Engineer / Engineer-in-Charge. \" |
| 1327 | 230V AC cum 48 V DC Operated automatic type Cathodic Protection Power Supply Module (CPTR cum CPPSM) unit of rating 25 V, 25 A DC wi th with DC-DC converter & SCADA linkage facility as per specifications |
| 1328 | Installation and commissioning of wall mounted DCDB including supply of all cable end lugs, cable glands, fittings & fixtures and al l other required accessories, tools and tackles complete in all respects as per directions of Site Engineer/Engineer-in-charge. Itemincludes supply and termination of 2 runs of 1cx25 sq. mm copper cable for Battery Bank |
| 1329 | Laying of anode header / cathode / reference cell cables at a minimum depth of 1 meter and connection to the CP unit / pipeline / ha lf cell etc. The work includes excavation, installation, supply of all required materials such as sealing materials, lugs, PVC sleev e, repair materials etc., and carrying out all works such as exposing pipe, coating repair, cad welding / pin brazing, backfilling e tc.,; in all types of strata and soil (including rock) by making the trench, back filling the trench, cable terminations, work compl ete in all respects including cost of all labour, material, tools etc. as per specification and instruction of Site Engineer / Engin eer-In-Charge and approved drawings. |
| 1330 | 1cx35 sq. mm |
| 1331 | 1cx25 sq. mm |
| 1332 | 2cx6 sq. mm |
| 1333 | Measuring, recording and submitting the cathodic protection readings along the entire pipeline by repeated adjustments of the settin gs of the CPTR/CPPSM units etcas per specifications for achieving full/maximum protection of all the stretches as per the criteriaof protection mentioned in the specifications. Measuring the relevant readings at the cathodic protection stations and \"pipe to soi l potential\" readings at all the test lead locations along the pipelineincluding the CP station parameters like current(AC/DC), vo ltage(AC/DC),circuit resistance,battery voltage/current etc.,preparing and submitting pipe to soil potential profile, graphsand ot her datapertaining to the cathodic protection of the pipeline,job complete in all respects as per specification and instructions o f Site Engineer / Engineer-in-Charge, including cost of all labour, instruments and services rendered. |
| 1334 | Gr B-PCP-Composite (Gas) |
| 1335 | Zinc Anode for Hot spot protection : Supply, Installation , testing and commisioning of Zinc anode (minimum 10 Kg each) including it s tail cable of size of 1c x 25 sq.mm. XLPE/ PVC insulated stranded copper cable of total length 10 meter including PVC cap, specialback-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 Site Engineer / Engineer-in-Charge and as per AFC drawings. |
| 1336 | \"Supply& installation of Anode bed ( shallow type ) as per the approved configuration for \"Impressed Current Cathodic Protection\" system including supply, laying & termination of all anodes, anode tail cable (XLPE insulated copper conductor) suitable with lengthfor connecting upto Anode junction box without any joints in betweenincluding laying of PVC sleeve / trunk pipe& drawing all th e lead wires through the pipe and connecting the same with Anode bus in Anode junction box including erection, providing foundationsof Anode Junction Box, chain link fencing around anode junction box wherever required, as per specifications includingsupply of b ack 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 restoring it to normal finished ground level all complete with all labour and material asper ins truction of Site Engineer / Engineer-in-Charge, Specifications and approved drawings. Note : Each Anode bed means anode bed at each location irrespective of number of anode strings required.\" |
| 1337 | Supply, erectionandinstallation of MS cable markers; including excavation,installation of the markers,cement concrete grouting, back-filling etc.requiredasper drawings,specificationsand directions oftheSite Engineer,including the cost of all ma terials, labour,tools etc. complete in allrespects as per the directions of Site Engineer / Engineer-in-Charge. |
| 1338 | Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricated MS Sheet (Thickness : 3 mm top/side/rear/front & 5mm : Bottom plates) with hinged front door, Heavy Guage MS pipe 100 mm nominal diameter, Phenolic laminated terminal plate, brass t erminal bolts, neoprene gasket for front door, vandal proof concealed lock, etc as per latest revision of Standard AFC drawing (9200 -99900-404-603-00 : STD-483). The workincludes providing requisite concrete foundation of 600 mm x 600 mm x 800 mm at site,inclu ding MS hard pipe for cable entry through foundation, erection of the TLP over concrete foundation, termination of cables to the bra ss terminal bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazingtechnique), repairing the damage to c oat & wrap (with coating repair etc.), back filling the trenches, cleaning the site, applyingepoxy paint / powder coating etc. Thework also includes supply, installation, laying & termination of all XLPE, Cu cables of required length (as per site conditions) an d size, lugs etc. The work includes supply and fixing of a non-corrosive name plate containing the details like KM location, identif ication, TLP No., direction of flow, connection scheme, type etc., on the side of the TLP box, etc. The name plate shall also includ e the details of corrosion coupon wherever installed, all as per the direction and specification detailed in the document complete w ith tools, tackles & other necessary requirement. The work complete in all respects including all materials, tools, tackles, labour as per tender specifications, AFC drawings & directions of the Site Engineer/Engineer-In-Charge. |
| 1339 | TLP type \"A\" , flame proof & weather proof as per specifications and drawing (With inbuilt provision of Voltmeter & pushbutton for P SP Measurment) |
| 1340 | Flameproof Type E (With Ingress Protection IP:55) - with inbuilt provision of Voltmeter and Pushbutton for PSP Measurment. |
| 1341 | Gr B-TCP-Services (Gas) |
| 1342 | Measurement, recording and submission of Pipe to Soil Potential readings by connecting / disconnecting the Mg anodes (for achieving optimal protection through TLPs) along the entire pipeline and at stations, including preparing and submiting relative PSP profile a nd other relevant data pertaining to the cathodic protection of the pipeline, including cost of all labour, instruments and servicesrendered. The readings shall be furnished as per the specifications and as per the directions of the Site Engineer/Engineer-in-Char ge. |
| 1343 | Gr B-TCP-Composite (Gas) |
| 1344 | Magnesium Anode: Supply, Installation , testing and commisioning of Magnesium anode (minimum 7.6 Kg each) including its tail cableof size of 1c x 10 sq.mm. XLPEinsulated stranded copper cable of total length 10 meter including PVC cap, special back-fill mater ial ( filled in cotton sack) with sealing compound complete in all respect including its excavations, back filling etc. as per speci fications and drawings. The work complete in all respect shall include supply of all labour , tools etc. and shall be carried out asper the directions of the EIC/ Site Engineer and as per AFC drawings. |
| 1345 | Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricated MS Sheet (Thickness : 3 mm top/side/rear/front & 5mm : Bottom plates) with hinged front door, Heavy Guage MS pipe 100 mm nominal diameter, Phenolic laminated terminal plate, brass t erminal bolts, neoprene gasket for front door, vandal proof concealed lock, etc as per latest revision of Standard AFC drawing (9200 -99900-404-603-00 : STD-483). The workincludes providing requisite concrete foundation of 600 mm x 600 mm x 800 mm at site,inclu ding MS hard pipe for cable entry through foundation, erection of the TLP over concrete foundation, termination of cables to the bra ss terminal bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazingtechnique), repairing the damage to c oat & wrap (with coating repair etc.), back filling the trenches, cleaning the site, applyingepoxy paint / powder coating etc. Thework also includes supply, installation, laying & termination of all XLPE, Cu cables of required length (as per site conditions) an d size, lugs etc. The work includes supply and fixing of a non-corrosive name plate containing the details like KM location, identif ication, TLP No., direction of flow, connection scheme, type etc., on the side of the TLP box, etc. The name plate shall also includ e the details of corrosion coupon wherever installed, all as per the direction and specification detailed in the document complete w ith tools, tackles & other necessary requirement. The work complete in all respects including all materials, tools, tackles, labour as per tender specifications, AFC drawings & directions of the Site Engineer/Engineer-In-Charge. |
| 1346 | Type A (With Ingress Protection IP:55) |
| 1347 | Type B (With Ingress Protection IP:55) |
| 1348 | Type C (With Ingress Protection IP:55) |
| 1349 | Type D (With Ingress Protection IP:55) |
| 1350 | Type DAC (With Ingress Protection IP:55) |
| 1351 | Preparation & installation of corrosion coupon from owner supplied coated pipe. which involves preparation of sample of size 2\"x4\", application of pipeline coating material on the coupon, soldering 6 sq. mm. cable with coupon, sealing the soldered joint with epoxy , positioning the coupon at the pipe line depth and with in a distance of 0.5 M from the pipeline inclusive of cable & terminating t he cable in the TLP terminal. The corrosion coupons are to be installed with specified Test lead points for which prior approval to be obtained from Owner. The item also includes supply, installation / laying & termination of all XLPE, Cu cables of required length(as per site conditions) and size as mentioned in the standard drawings, toggle switch, cable glands and lugs etc., complete in allrespect. All as per the direction and specification detailed in the document complete with tools, tackles & other necessary require ment for preparation of the coupon. The work complete in all respect shall include supply of all labour, tools etc complete as per t he directions of the Site Engineer and as per latest revision of drawing no. 9200-99900-404-601 & 9200-99900-404-607. |
| 1352 | Gr B-CSW Electrical-Supply(Gas/Prod.) |
| 1353 | Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge |
| 1354 | Rubber hand gloves suitable for 11/6.6 KV operation with ISI mark. |
| 1355 | Supply & installation of 2000 mm X 1000 mm and of thickness as mentioned below, approved quality insulating Elastomermats as per s pecifications. |
| 1356 | Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2 mm (Class A) |
| 1357 | Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2.5 mm (Class B) |
| 1358 | Supply of fully charged CO2 fire extinguishers as per specifications (4.5 kg capacity as per IS: 2878 latest) |
| 1359 | Supply of fully charged CO2 fire extinguishers as per specifications (2 kg capacity as per IS: 2878 latest) |
| 1360 | Supply of fire buckets mounted on stand |
| 1361 | Supply of Silent Type DG set along with processor based AMF system, Industrial Lead-Acid Batteries for Starting of DG Set, Acoustic Enclosure, exhaust piping with its support structure, internal fuel tank of 12 hrs. capacity etc., as given in the technical specifi cation complete in all respects |
| 1362 | 25 KVA, 415V, 3 Phase |
| 1363 | Supply of ACDB Panel (IP-4X Degree of Protection) with base frame, having incomers and feeders, suitable for 03 phase DG supply, of approved make, as indicated in technical specifications, complete in all respects. |
| 1364 | Supply of LT cables, 1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 overall sheat hed, Stranded, FRLSH, C2, Smoke density<40%, as per technical specifications |
| 1365 | Cu, 3Cx2.5 mm², 2XWY |
| 1366 | Cu, 12Cx2.5 mm², 2XWY |
| 1367 | Al, 3Cx10 mm², A2XFY |
| 1368 | Al, 3.5Cx25 mm², A2XFY |
| 1369 | Al, 3.5Cx50 mm², A2XFY |
| 1370 | Gr B-CSW Electrical-Services(Gas/Prod.) |
| 1371 | Excavationin unpaved areas of earth in worksites for conventional cable trenches for a depth upto 1.5 metres including shoring,strutting etc. (if necessary), backfilling the trench, job complete in all respects,including alllabourand materials comple te asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge |
| 1372 | WBM Road/concrete breaking for cable trenches including required shoring strutting etc., and repairing of the road/dyketoorigina l condition and disposing off excess materials(within thework site) job complete in all respects including the cost of labou r, tools, materials, load, lifthire charges of equipments, ifany, complete asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge |
| 1373 | Layingofall typeof cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in tra ys, in protective pipes, poles,columns, in conduits, in panels and on structures etc.;including the supply and installation of all r equired materialssuch as fixingclamps ,screws, cable straps,tags etc.as required (other than the supplyof the conduits, ca bles, pipes, cable racks, trays,poles,structures and panels) completeinall respect, including cost of alllabour, tools, co nsumable materials etc. and cutting the cables in required lengths asper drawings, specification and directionsofSite Engineer/ Engineer-in-Charge |
| 1374 | Power cables LT : OD upto 20 mm |
| 1375 | Power cables LT : OD above 20 mm and upto 40 mm |
| 1376 | Control cables (T&I) : OD upto 20 mm |
| 1377 | Control cables (T&I) : OD above 20 mm and upto 30 mm |
| 1378 | Installation, laying of 2 Pair PVC insulated copper conductor un-armoured telephone cables in 16 mm/ 25 mm/ 32 mm PVC conduits from IDFthrough ceiling/ wall/trench and post-laying end to end testing of telephone cables. The job includes supply, installation, fix ing of wall mounted telephone socket outlet with 2 port telephone jack face plate (white/ cream colour) including RJ11 I/O with modu lar plate & switch box/ gang box for fixing the face plate & accessories, supply and installation of PVC Conduits, all required mate rials such as fixing clamps, screws, cable straps, tags etc. as requiredcomplete in all respects as per specifications & scope of work, drawings and directions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, materials etc. |
| 1379 | Installation, laying of Cat 6 LAN Cables in 16 mm/ 25 mm/ 32 mm PVC conduits from network switch through ceiling/wall/trench and pos t-laying end to end testing of cables. The job includes supply, installation & fixing of Duplex (2 port) Face plate (Network I/O poi nt) (white/ cream colour) for Local Area Network including RJ45 I/O, modular plate & switch box/ gang box for fixing the face plate & accessories, supply and installation of PVC Conduits, all required materials such as fixing clamps, screws, cable straps, tags etc . as required complete in all respects as per specifications & scope of work, drawings and directions of Site Engineer/ Engineer-in- charge including cost of all labour, tools & tackles, materials etc. |
| 1380 | \"Erection, Installation, Connecting, testing and commissioning of 25 kVA three phase 415V Silent Emergency DG with AMF panel, Lead A cid batteries and acoustic enclosure, including execution of terminal connections of power and control cables for DG set & AMF Panel&other accessories of DG Set earthing of alternator neutral, frame and armour of the cable etc., as per drawings, specifications,recommendations of the D.G. Set manufacturer and directions of the Site Engineer. The job complete in all respects including supplyand installation of all the required power and control cable upto AMF Panel, cable end lugs, cable glands,GI/Copper earthing wire/s trip, acoustic enclosure etc.including all labour, tools, consumable etc. It may be noted that allworks related to foundation is included in the contractor\"s scope of work. ( The POL for the DG set commis sioning & trial run shall be arranged by the owner, free of cost) Note : Main LT power cable from DG set to ACDB panel shall be prov ided by the Owner.\" |
| 1381 | Connection and testing of 415 V AC 3 phase / 230 V AC single phase motors (including space heaters/thermistors wherever provided) / AC/DC Actuators including execution of terminal connection of control and power cables, earthing of the motor/actuator/ connecting t he thermistor, installing the controller in LT panel, earthing the motor frame, armour etc. as per the drawings, erection manuals, a nd as per directions of Site Engineer. Job complete in all respects including the cost of supplying and installation of all the requ ired FLP/WP cable glands, reducers, adapeters, end lugs, GI earthing wire / strips, labour, tools, materials, etc., as required in a ll respects for all types of motors/heaters/thermistors/actuators etc.: |
| 1382 | Capacity above 1 kW and upto 2.5 kW |
| 1383 | Installation, testing and commissioning of Free Standing Floor mounted ACDB Panelas per the specifications including terminations,connections, supply of end lugs, cable glands, making spare entries blind, providing tags & ferrules, pasting panel wiring diagram with acrylic sheet inside the panel, all other materials, labour tools and tackles as per the directions of the Site Engineer / Engi neer-in-charge. |
| 1384 | Gr B-CSW Electrical-Composite(Gas/Prod.) |
| 1385 | Supply, installation & fixing of prefabricated perforated GI cable trays of width 150 mm, 300 mm, 450 mm & 600 mm as per site requir ement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respective ly with concentric static load as 70 Kg at the centre, with materials, labour, tools and tackles, consumables etc , asper drawings , specification and directionsofSite Engineer / Engineer-in-Charge |
| 1386 | Supplying and spreading of approved quality fine dry river sand in cable trenches including the cost of all material, transport, loa d and lift charges, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer /Engineer-in-Charge |
| 1387 | Supply and laying of approved quality 75 mm thick second class brick flat soling with sand filling in the interstices, in cable tren ches for protection including the cost of all brick and sand, labour, load and lift charges , tools and tackles etc , asper drawin gs, specification and directionsofSite Engineer / Engineer-in-Charge |
| 1388 | Supply, erection & installation of MS cable markers, including excavation, installation of the markers, cement concrete grouting, ba ckfilling, materials, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer/ Engineer-in-Charge |
| 1389 | Making straight through joints on Al/Cu conductor XLPE/PVC insulated armoured cable including the supply of required materials such as cable jointing kit (of heat shrinkable sleeve type of Raychem/Mseal/3M) , materials, labour, tools and tackles, consumables etc ,asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge |
| 1390 | Power cables LT : OD upto 20 mm |
| 1391 | Power cables LT : OD above 20 mm and upto 40 mm |
| 1392 | Supplying, installation, testing of GI earthing electrode, including the supply and installationof the CI cover, charcoal /specialbackfill etc. and construction of chamber; complete asper drawings,specifications and directions of the Site Engineer, Including thecostof alllabour, tools, materials etc. completein all respects. |
| 1393 | \"Supply, installation, testing of earthing system consisting of 3 earth pits of perforated GI pipes earthing electrodes and copper p late terminal block including construction of chamber using cement concrete with earthing pit cover and frame, supply of charcoal /s pecial backfill, salt etc. including supply of interconnecting cables / strips including necessary welding etc complete as drawings,specifications and directions of the site engineer/Engineer-in-charge, including cost of tools, materials etc complete in all respe cts as per latest revision of drawing No. :9200-99900-405-030-00. The job shall also include testing of each earth pit and the entir e earthing system on whole. Note: Earthing for field instruments shall be provided from Station earth grid covered in Electrical SOR.\" |
| 1394 | Supply & Installation of G.I. earthing plate as per latest revision of drawing no. 9200-99900-404-009 outside the buildings. The ite m also includes grouting of the plate as shown in the drawing. The item should be complete in all respect including all materials, t ools, tackels etc. and as per direction of EIC / Site engineer. |
| 1395 | \"Supply, installing and testing of earthing strip/wire/rope/cable forcompletely making the earthing grid system by supplying, layi ng theGI / Cu strip and makingall the necessaryweldingjoints, connecting to the earthing electrodesand existing earthing gridetc., complete as per drawings, specifications and directions of the Site engineer/Engineer-in-charge, including the cost of a ll labour, tools, materials, etc. complete in all respect. \" |
| 1396 | 50 mm X 6 mm G.I. earthing strip |
| 1397 | 40 mm X 5 mm G.I. earthing strip |
| 1398 | 25mm x 4 mm copper flat |
| 1399 | 25mm x 3 mm copper flat |
| 1400 | GI wire(8 SWG) |
| 1401 | GI wire / rope 10 mm diameter |
| 1402 | Copper cable as per specifications - 95 Sq.mm |
| 1403 | Copper cable as per specifications - 10 Sq.mm |
| 1404 | Supply, erection & installation of cable conduits made up of GI pipes of medium class \"B\" subject to owner\"s approval in trenches (a lready made), on walls, concrete structure etc., including supply and installation of all the necessary pipe fittings such as bends,sockets, elbows, tees etc., bending, threading, binding, clamping, providings, spacers, plugs, packings, bushings etc., as required Job complete in all respects including the cost of all labour, tools, material etc.and as per specifications and directions of s ite engineer / Engineer-in-Charge. |
| 1405 | 25 mm |
| 1406 | 37 mm |
| 1407 | 50 mm |
| 1408 | 100 mm |
| 1409 | Supply, fabrication, erection, installation of steel structural works of any type and shape such as cable raks, cable trays, push bu tton control posts etc., as requiredjob complete in all respects including the cost of all labour, tools, material etc., complete. and as per specifications and directions of site engineer/ Engineer-in-Charge. |
| 1410 | \"FLAME PROOF FITTINGS : Note: All equipment under this category shall be suitable for location in zone-I gas group IIA & IIB (Temp. class T3) area with a se parate terminal box for incoming cable and a separate terminal box for out going cable (where applicable), apart from separate enclo sure for each equipment including control gear etc. in IP 65 cast aluminium LM-6 certified enclosure. \" |
| 1411 | FLAMEPROOF TUBELIGHT, 2x22Watt, LED, SUITABLE FOR Exd Gas Group II C, as per IS/IEC 60079-2007 |
| 1412 | FLAMEPROOF LED FLOOD LIGHT FITTING 90 W: Supply, installation, testing & commissioning of Ex\"d\" (Flameproof) Flood Light Fixture wit h provision ofCable Entries: 2 Nos. x 3/4\" ET, Cable Glands: 2 Nos. x 3/4\" ET (Max. OD 20mm) - Ex\"d\"(IIA/IIB), Double Compression type, Brass Nickel Plated with PVC Hood. Blanking Plug: 1 No. x 3/4\" ET - Ex\"d\", Brass Nickel Plated. Gasket: Neoprene, Hardware: SS304, Earthing: External 2 Nos. (M6), Internal 1 No. (M5), and as per attached detailed technical specification. |
| 1413 | FLAMEPROOF LED FLOOD LIGHT FITTING 45 W: Supply, installation, testing & commissioning of Ex\"d\" (Flameproof) Flood Light Fixture wit h provision ofCable Entries: 2 Nos. x 3/4\" ET, Cable Glands: 2 Nos. x 3/4\" ET (Max. OD 20mm) - Ex\"d\"(IIA/IIB), Double Compression type, Brass Nickel Plated with PVC Hood. Blanking Plug: 1 No. x 3/4\" ET - Ex\"d\", Brass Nickel Plated. Gasket: Neoprene, Hardware: SS304, Earthing: External 2 Nos. (M6), Internal 1 No. (M5), and as per attached detailed technical specification. |
| 1414 | Flame proof, weather proof, single phase, 12\" exhaust fan, IP65, Gas Group IIC of reputed make alongwith supporting frame, bolts, lo uvers, flame proof motor, including supply & installation of flameproof double compression cable glands & flame proof plugs for seal ing all spare entries, complete in all respects |
| 1415 | Supply and installation of shock treatment chart framed in good qualityglass in English / Hindi / Local Language. |
| 1416 | Supply and installation of vitreous enamel caution boardssuitable for 440 V/11kV/6.6 kVas per IS 255 including fixing on the wal l with all the required hardware etc. complete in English / Hindi/ Local Language. |
| 1417 | Supply and installation of approved quality stainless steel name inscription plates including anodising, engraving the inscriptions,providing screws, etc. for equipments viz. motors, motor control centres, switchgears, push button stations etc. as required, provi ding necessary holes tapping etc. and fixing the same complete in all respect as per the direction of Site Engineer/Engineer-in-char ge including the cost of all labour, tools etc. |
| 1418 | \"Supply and installation of approved quality plasticname inscription plates including engraving the inscriptions, providing screws , etc. for equipments viz. motors, motor control centres, switchgears, push button stations etc. as required, providing necessary ho les tapping etc. and fixing the same complete in all respect as per the direction of Site Engineer/Engineer-in-charge including the cost of all labour, tools etc.\" |
| 1419 | Supplying, installation and testing with 1.5 Sq.mm stranded PVC insulated copper conductor wires for phase & neutral of 650V grade i ncluding earthing by providing 1.5 Sq.mm earth insulated continutity wire of copper in PVC conduit (Supply & installation of PVC con duit covered elsewhere in SOR) recessed on wall/ceiling/ false celing including supply & installation of switch boxes, junction boxe s, pull boxes, bushes, screws, check nuts, bends, modular switches and sockets . Thecircuit wiring with 4 Sq.mm PVC copper wire fr om D.B. to switchboard as required is also in the scope of the contractor. |
| 1420 | 1 light point controlled by 1 switch |
| 1421 | 2 light points controlled by 1 switch |
| 1422 | 3 light points controlled by 1 switch |
| 1423 | Wiring with PVC insulated 2.5 sqmm copper conductor wire for fan points (1 fan point controlled by 1 modular switch) including provi ding space for electronic regulator in switch box , providing and fixing fan hook in the ceiling as per specifications and drawings. |
| 1424 | \"Wiring with PVC insulated 2.5 sqmm copper conductor wire for phase & neutral , 650 V grade including earthing , the third pin with 1.5 sqmm copper conductor earthing insulated continuity wire for exhaust/ wall bracket fan including providing and fixing of 5 pin 6A modular socket and 10 A modular switch near the door or as as per specifications and drawings. The circuit wiring shall be with 4sq. mm PVC copper wire from switchboard to 1st exhaust fan for multiple exhaust fans in one circuit. \" |
| 1425 | Wiringfor 250 V single phase and neutral 16 amps modular power plug point with PVC insulated 4 sq. mm. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 2.5 sq. mm copper conductor earthing insulated continuity wire, complete with providing and fixing of 6 pin 16/6A modular socket and 20/10 A modular switch (1 plug point per circuit) as per specif ications and drawings |
| 1426 | Wiring as in item no. 1 for 250 V single phase and neutral 6 amps modular plug point with PVC insulated 2.5 sq. mm. copper conductorwires for phase & neutral, 650 V grade including earthing, the third pin with 1.5 sq. mm copper conductor earthing insulated contin uity wire, complete with providing and fixing of 5 pin 6A modular socket and 10 A modular switch (1 plug point per circuit) as per s pecifications and drawings. |
| 1427 | \"Supply , installation, testing and commissioning of TPN lighting / AC Distribution board ofapproved make with rating and feeders as per specification. The DB shall be of IP-42 protection class and shall conform to IS 8623. The board shall be fitted with an acry lic door as per specifications and drawings \" |
| 1428 | Double Door Translucent Euro DB of Havells or approved makehaving 100 A TPN Copper Bus bar, 1x63 A TPN MCB , 1x63 A RCCB (100 mA S ensitivity), 9x6A SP MCB & 6x20 A SP MCB as per specification |
| 1429 | Supply, installation, connection, earthing and testing of the following fittings,including supply and installation of drop pipes, ho oks, fittings, fixtures, nuts,bolts, supports, on walls, outlet box for regulators and all other required materials etc. as per spec ifications, drawings and directions of the Site Engineer including cost of all labour, tools, materials etc. complete in all respect s.Make of the fittings can be the make mentioned in the respective SOR items or equivalent model from the approved make list given i n the specifications. |
| 1430 | Supply and fixing of surface mounted weather proof LED light fitting of PHILLIPS or equivalent approved make with LED of 42 W or mor e, having 2950 lumens or more output complete with all accessories such as LED module, driver, optics, thermal sink, connector block s etc including installation with LED of approved make. |
| 1431 | Supply and fixing of surface mounted weather proof light Downlighter LED of 15 W or more, having 1000 lumens or more output of PHILL IPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etcincluding installation. |
| 1432 | Supply, installation, testing and commissioning of swan neck lighting pole of100mm nominal Diameter B class MS pipe (Height of bot tom of light fitting shall be 5 meters from FGL), having base Plate 200mmx200mmx5mmalong with Flameproof and Weatherproof 2x18W LE D well glass light fitting complete with lamp and built-in control gear and choke of approved make, including supply and installatio n of earthing conductor of 8 SWG GI wire, nuts, bolts, Neck portion of lighting pole shall made up be of 50mm diameter GI pipe (radi us of neck shall be 250mm). The pole shall be painted with 01 coat of primer and 02 coats of aluminium paint. The job shall also inc lude supply and installation of 4 way Flameproof/weather proof junction box (with 4 cable entries) having 8 Nos., 6A, 440V shrouded terminal, with double compression FLP glands/lugs with looping arrangement and supply and termination of 3C X 2.5 sq. mm. armoured c opper PVC/XLPE insulated cable from JB to light fitting The job complete in all respects as per specifications, drawings and instruc tions of EIC / Site engineer. |
| 1433 | Installation, testing, commissioning charges of LED street light including supply of 5 m high GI pole and associated civil foundatio n works complete in all respects. |
| 1434 | Ceiling fan, BEE 5 star rated,with electronic regulator & other accessories and fittings etc. of approved make with 56\" Sweep size |
| 1435 | Supply, installation, testing of single phase 230 V, industrial type heavy duty exhaust fan of GEC/Usha/Crompton Greaves or of appro ved make fitted/ provided with louvres, supports etc. including making the required opening on walls, fixing and connecting the wire s etc. including earthing the body of the fan, making good the opening on the wall etc. complete as per specifications, drawings anddirection of Site Engineer including the cost of all labour, tools, materials etc. complete. |
| 1436 | 18\" Sweep |
| 1437 | 12\" Sweep |
| 1438 | Supply, installation, fixing in position, PVC conduit pipes, of ISI marked , in concrete, brick work etc. during or after constructi on by making grooves in the wall, ceiling etc. cutting threads and jointing the pipes with PVC couplers, providing necessary tees, b ends, junction boxes etc. with 12 SWG GI wire inside conduit without joint for concealed wiring, including making good the concrete,brick work, surfaces etc. complete as per drawings and direction of Site Engineer / Engineer-in-charge including cost of all labour , materials etc. |
| 1439 | 19 mm |
| 1440 | 25 mm |
| 1441 | 32 mm |
| 1442 | Supply fixing and erection of modular cable transit (MCT) for cable entry to building in proper frame including supply of peelable t ype, spare block, stay plates compression wedgs etc. with all accessories as per specification considering 20 % minimum spare in eac h module to be installed as per instruction of Engineer in charge/ site engineer: |
| 1443 | Galvanised mild steel frame with packing space of Min.120x240 mm with multi diameter blocks and accessories with peeling off arrange ment to adjust cable size from 3.5mm to 99mm outer dia |
| 1444 | Galvanised mild steel frame with packing space of Min.120x180 mm with multi diameter blocks and accessories with peeling off arrange ment to adjust cable size from 3.5mm to 99mm outer dia |
| 1445 | Supply, installation and testing of Lightning arrestor on top of the MOV buiding or MOV CP buiding for diverting lightning surges tothe ground. The work shall include supply of 4 Meter long copper lightning arrestor with 5 spronged phenyl rod base plate etc. comp lete with necessary insulators including supply and fixing of 50 x 6 mm GI earthing strip of required length and connection to the m ain earthing grid. |
| 1446 | Gr B-PCP-Supply(Gas/Prod.) |
| 1447 | Supply of Solid State Diode Decoupling Device of approved make including required length of cable as per specifications |
| 1448 | Supply of Surge Arrestors of approvedmake including required length of cable & as per specifications for protection of insulating couplings |
| 1449 | Supply of Cathodic Protection unit of approved make, complete in all respects as given in the specification with all its accessoriesto ensure trouble free operation |
| 1450 | Automatic type Cathodic Protection Power Supply Module (CPPSM) cum Cathodic Protection Transformer Rectifier (CPTR) unit with 48 V D C & 230 V AC input and 25 V, 25 A DC output along with DC-DC converter & TRU with built in digital data logger having GSM mobile pho ne connectivity, SCADA linkage and data downloading facilities for data downloading/monitoring, complete as an intergral unit, as pe r specifications and of approved make |
| 1451 | 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. |
| 1452 | Flame proof & Weather proof junction Box of approved make as per technical specifications. |
| 1453 | Supply of wall mounted DC distribution board of approved make in IP-42 ingress protection for power supply to CP equipments as givenin technicalspecifications: DC distribution board with one incomer, 100 A DP MCB& outgoing feeders 1x63A DP MCB & 2x32 A DP MCB |
| 1454 | Supply of XLPE insulated , PVC sheathed cable, 1100 V gradeconforming to IS: 7098 (P-1) as per specifications and approved make |
| 1455 | Copper Cable size 1cx35 sq. mm Armoured |
| 1456 | Copper Cable size 1cx25 sq.mm Armoured |
| 1457 | Copper Cable size 2cx6 sq.mm Armoured |
| 1458 | Copper Cable size 2cx25 sq.mm Armoured |
| 1459 | Copper Cable size 2cx70 sq.mm Armoured |
| 1460 | Supply ofCu- Cuso4permanent Half cell with minimum 10 m length of tail cable, as per specifications of approved make |
| 1461 | Supply ofCu- Cuso4portableHalf cell, as per specifications of approved make |
| 1462 | Supply of Pipe cum cable locator of approved make as per specifications complete in all respects |
| 1463 | Supply of hand held data logger for ON/OFF PSP measurement alongwith carrying case, data downloading cable and other required access ories complete as per specifications and approved make |
| 1464 | Gr B-PCP-Services(Gas/Prod.) |
| 1465 | Installation 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 required material, excavation, bac kfilling etc. as per specification and directions of Site Engineer/ Engineer-in-Charge. |
| 1466 | Installation of surge arrestors including terminating the cables, laying of cable, testing & commissioning of surge arrestors etc. a ll complete with required material, excavation, backfillingetc. as per specification and directions of Site Engineer / Engineer-in -Charge. |
| 1467 | Installation of permanent half cells including connecting the cable in the TLP etc. with cable lugs, sealing material, laying of cab le, testing & commissioning of cell etc. all complete with required material, excavation, backfillingetc. as per specifications, r ecommendation of cell supplier and directions of Site Engineer / Engineer-in-Charge. |
| 1468 | Conducting \" Coating-Resistance Survey\" for calculation of effective coating resistance of both CBRAPL & ETBPNMTPL pipelines in ohms -sq.m. along the entire pipeline and plotting on SEMILOG or X-Y GRAPH& submitting the report in graphical form as well as soft cop y as per Specification / approved procedure and directions of Site Engineer / Engineer-in-Charge. |
| 1469 | Conducting Close Interval ON/OFF Potential Logging Survey at an interval of 1 m over the buried line for both CBRAPL & ETBPNMTPL pip elines in the right of way including the cost of all expert manpower, transportation and camping facilities etc. to their employees,materials, test instruments, equipments, consumables etc., required for the survey as per the standard specifications, and approvedprocedures identification of areas/locations where coating repair is required alongwith suggestion for remedial measures etc. inclu ding the submission of draft reports in 2 sets and incorporation of owner\"s comments in the draft report and final reports in 6 setsincluding one soft copy containing the survey results in the graphical as well as tabular forms computerised colour print and compl ete in all respects and directions of Site Engineer / Engineer-in-Charge. |
| 1470 | Close Interval ON/OFF Potential logging survey |
| 1471 | Close Interval Natural Potential logging survey |
| 1472 | \"Conducting Direct Current Voltage Gradient Survey over the buried line to identify / pin point the coating defects in the right of way for both CBRAPL & ETBPNMTPL pipelines including the cost of all expert manpower, transportation and camping facilities etc. to t heir employees, materials, test instruments, equipments, consumables etc., required for the survey as per the standard specification s and approved procedures, identification of areas/locations where coating repair is required alongwith suggestion for remedial meas ures etc. including the submission of draft reports in 2 sets and incorporation of owner\"s comments in the draft report and final re ports in 6 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 includes establishing the coating defect at specified locations by excavation in coordination with mainline contract or, who will arrange to repair the defects.\" |
| 1473 | Conducting \"Soil Resistivity Survey\" at anode bed location after ascertaining its suitablity with respect to the existing system , f or installation of Anode Bed (deep / shallow / distributed), as per the specification, approved procedures and instructions of Site Engineer / Engineer-in-Charge. |
| 1474 | \"Conducting AC interference survey, to detect presence of any AC voltage(induced owing to proximity of any HT transmission line (66 KV and above) crossing or running parallel within a distance of 20 M from thepipeline alignment of both CBRAPL & ETBPNMTPL pipelin es as per approved procedure. The work shall be completed in all respects including survey recommending mitigation measures & post m itigation survey. The work includes all tools, tackles, consumables etc. all complete, required for survey / test as deemed necessar y and as per the directions of the site engineer / Engineer-in-Charge. Note : AC interference survey shall be done at respective TLP by connecting data logger to maintain record for minimum 24 hours. Thedata to be submitted for each such TLP alongwith coloured graph and recommendations.\" |
| 1475 | Conducting Mututal Interference Survey among the new and existing pipelines / facilities(foreign) by taking PSP survey of all the pi pelines as per approved procedure todetermine level of interference at different places along both CBRAPL & ETBPNMTPL pipelinesa nd at point of crossing in common ROW including identifying points andproviding the data/ record in graphical form and carrying ou t all necessary work for mitigating the interference observed among the pipelines , including retesting the same to ensure efficacy of the remedial measures undertaken.The contractor shall submit a full final report with detailed PSP readings at all TLPs along wit h graphsin six sets.The item should be complete in all respect including survey, work for mitigating the interference and post mit igating survey as per specifications/directions of site engineer / Engineer-in-Charge. |
| 1476 | \"Erection, testing and commissioning of cathodic protection units (CPTR/CPPSM); including supply and installation of all facilities,materials etc., including fuses, all supporting structures, laying and connecting the 1100 V Grade power cable (2 runs of 1Cx25 sqm m Cu. conductor XLPE insulated Armoured Cable) from DCDB to CPPSM unit / laying and connecting the 1100 V Grade power cable (owner p rovided 1 run of 3Cx10 sqmm Al. conductor XLPE insulated Armoured Cable) from ACDB to CPTR unit,providing the 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 settin gs as required and testing the pipeline section for full cathodic protection for entire stretch. The job complete in all respect sha ll include costof all labour, tools as per specifications and directions of the Site Engineer / Engineer-in-Charge. \" |
| 1477 | 230V AC cum 48 V DC Operated automatic type Cathodic Protection Power Supply Module (CPTR cum CPPSM) unit of rating 25 V, 25 A DC wi th with DC-DC converter & SCADA linkage facility as per specifications |
| 1478 | Installation and commissioning of wall mounted DCDB including supply of all cable end lugs, cable glands, fittings & fixtures and al l other required accessories, tools and tackles complete in all respects as per directions of Site Engineer/Engineer-in-charge. Itemincludes supply and termination of 2 runs of 1cx25 sq. mm copper cable for Battery Bank |
| 1479 | Laying of anode header / cathode / reference cell cables at a minimum depth of 1 meter and connection to the CP unit / pipeline / ha lf cell etc. The work includes excavation, installation, supply of all required materials such as sealing materials, lugs, PVC sleev e, repair materials etc., and carrying out all works such as exposing pipe, coating repair, cad welding / pin brazing, backfilling e tc.,; in all types of strata and soil (including rock) by making the trench, back filling the trench, cable terminations, work compl ete in all respects including cost of all labour, material, tools etc. as per specification and instruction of Site Engineer / Engin eer-In-Charge and approved drawings. |
| 1480 | 1cx35 sq. mm |
| 1481 | 1cx25 sq. mm |
| 1482 | 2cx6 sq. mm |
| 1483 | Measuring, recording and submitting the cathodic protection readings along the entire pipeline by repeated adjustments of the settin gs of the CPTR/CPPSM units etcas per specifications for achieving full/maximum protection of all the stretches as per the criteriaof protection mentioned in the specifications. Measuring the relevant readings at the cathodic protection stations and \"pipe to soi l potential\" readings at all the test lead locations along the pipelineincluding the CP station parameters like current(AC/DC), vo ltage(AC/DC),circuit resistance,battery voltage/current etc.,preparing and submitting pipe to soil potential profile, graphsand ot her datapertaining to the cathodic protection of the pipeline,job complete in all respects as per specification and instructions o f Site Engineer / Engineer-in-Charge, including cost of all labour, instruments and services rendered. |
| 1484 | Final Commissioning of the impressed current cathodic protection system for the mainline for achieving full protection as per protec tion criteria as mentioned in the specifictions through repeated adjustments of the CP units after installation of galvanic anodes f or 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 after the lapse of a period as per specifications / directions of the Site engineer / Engineer-in-Charge, including the cost of all labour tools and materials as required, complete in all respect. |
| 1485 | Gr B-PCP-Composite(Gas/Prod.) |
| 1486 | Zinc Anode for Hot spot protection : Supply, Installation , testing and commisioning of Zinc anode (minimum 10 Kg each) including it s tail cable of size of 1c x 25 sq.mm. XLPE/ PVC insulated stranded copper cable of total length 10 meter including PVC cap, specialback-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 Site Engineer / Engineer-in-Charge and as per AFC drawings. |
| 1487 | \"Supply& installation of Anode bed ( deep well type with MMO anodes) as per the approved configuration for Impressed Current Catho dic Protection systemincluding supply, laying & termination of all anodes, anode tail cable (XLPE insulated copper conductor) suit able with length for connecting upto Anode junction box without any joints in betweenincluding laying of PVC sleeve / trunk pipe, casing pipe , centralizers, vent pipe& drawing all the lead wires through the pipe and connecting the same with Anode bus in Anodejunction box including erection and providingfoundation of Anode Junction Box as per specifications inlcudingsupply, excavation , backfill of earth etc.as per specification & also compacting the same with soil for restoring it to normal finished ground levelall complete with all labour & material asper instruction of Site Engineer / Engineer-in-Charge, Specifications and approved draw ings. Note : Each Anode bed means anode bed at each location irrespective of number of anode strings required.\" |
| 1488 | Supply, erectionandinstallation of MS cable markers; including excavation,installation of the markers,cement concrete grouting, back-filling etc.requiredasper drawings,specificationsand directions oftheSite Engineer,including the cost of all ma terials, labour,tools etc. complete in allrespects as per the directions of Site Engineer / Engineer-in-Charge. |
| 1489 | Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricated MS Sheet (Thickness : 3 mm top/side/rear/front & 5mm : Bottom plates) with hinged front door, Heavy Guage MS pipe 100 mm nominal diameter, Phenolic laminated terminal plate, brass t erminal bolts, neoprene gasket for front door, vandal proof concealed lock, etc as per latest revision of Standard AFC drawing (9200 -99900-404-603-00 : STD-483). The workincludes providing requisite concrete foundation of 600 mm x 600 mm x 800 mm at site,inclu ding MS hard pipe for cable entry through foundation, erection of the TLP over concrete foundation, termination of cables to the bra ss terminal bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazingtechnique), repairing the damage to c oat & wrap (with coating repair etc.), back filling the trenches, cleaning the site, applyingepoxy paint / powder coating etc. Thework also includes supply, installation, laying & termination of all XLPE, Cu cables of required length (as per site conditions) an d size, lugs etc. The work includes supply and fixing of a non-corrosive name plate containing the details like KM location, identif ication, TLP No., direction of flow, connection scheme, type etc., on the side of the TLP box, etc. The name plate shall also includ e the details of corrosion coupon wherever installed, all as per the direction and specification detailed in the document complete w ith tools, tackles & other necessary requirement. The work complete in all respects including all materials, tools, tackles, labour as per tender specifications, AFC drawings & directions of the Site Engineer/Engineer-In-Charge. |
| 1490 | TLP type \"A\" , flame proof & weather proof as per specifications and drawing (With inbuilt provision of Voltmeter & pushbutton for P SP Measurment) |
| 1491 | Flameproof Type E (With Ingress Protection IP:55) - with inbuilt provision of Voltmeter and Pushbutton for PSP Measurment. |
| 1492 | Flameproof Type DMV (With Ingress Protection IP:55)- with inbuilt provision of Voltmeter and Pushbutton for PSP Measurment. |
| 1493 | Gr B-TCP-Services(Gas/Prod.) |
| 1494 | Measurement, recording and submission of Pipe to Soil Potential readings by connecting / disconnecting the Mg anodes (for achieving optimal protection through TLPs) along the entire pipeline and at stations, including preparing and submiting relative PSP profile a nd other relevant data pertaining to the cathodic protection of the pipeline, including cost of all labour, instruments and servicesrendered. The readings shall be furnished as per the specifications and as per the directions of the Site Engineer/Engineer-in-Char ge. |
| 1495 | Gr B-TCP-Composite(Gas/Prod.) |
| 1496 | Magnesium Anode: Supply, Installation , testing and commisioning of Magnesium anode (minimum 7.6 Kg each) including its tail cableof size of 1c x 10 sq.mm. XLPEinsulated stranded copper cable of total length 10 meter including PVC cap, special back-fill mater ial ( filled in cotton sack) with sealing compound complete in all respect including its excavations, back filling etc. as per speci fications and drawings. The work complete in all respect shall include supply of all labour , tools etc. and shall be carried out asper the directions of the EIC/ Site Engineer and as per AFC drawings. |
| 1497 | Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricated MS Sheet (Thickness : 3 mm top/side/rear/front & 5mm : Bottom plates) with hinged front door, Heavy Guage MS pipe 100 mm nominal diameter, Phenolic laminated terminal plate, brass t erminal bolts, neoprene gasket for front door, vandal proof concealed lock, etc as per latest revision of Standard AFC drawing (9200 -99900-404-603-00 : STD-483). The workincludes providing requisite concrete foundation of 600 mm x 600 mm x 800 mm at site,inclu ding MS hard pipe for cable entry through foundation, erection of the TLP over concrete foundation, termination of cables to the bra ss terminal bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazingtechnique), repairing the damage to c oat & wrap (with coating repair etc.), back filling the trenches, cleaning the site, applyingepoxy paint / powder coating etc. Thework also includes supply, installation, laying & termination of all XLPE, Cu cables of required length (as per site conditions) an d size, lugs etc. The work includes supply and fixing of a non-corrosive name plate containing the details like KM location, identif ication, TLP No., direction of flow, connection scheme, type etc., on the side of the TLP box, etc. The name plate shall also includ e the details of corrosion coupon wherever installed, all as per the direction and specification detailed in the document complete w ith tools, tackles & other necessary requirement. The work complete in all respects including all materials, tools, tackles, labour as per tender specifications, AFC drawings & directions of the Site Engineer/Engineer-In-Charge. |
| 1498 | Type A (With Ingress Protection IP:55) |
| 1499 | Type B (With Ingress Protection IP:55) |
| 1500 | Type C (With Ingress Protection IP:55) |
| 1501 | Type D (With Ingress Protection IP:55) |
| 1502 | Type DAC (With Ingress Protection IP:55) |
| 1503 | Preparation & installation of corrosion coupon from owner supplied coated pipe. which involves preparation of sample of size 2\"x4\", application of pipeline coating material on the coupon, soldering 6 sq. mm. cable with coupon, sealing the soldered joint with epoxy , positioning the coupon at the pipe line depth and with in a distance of 0.5 M from the pipeline inclusive of cable & terminating t he cable in the TLP terminal. The corrosion coupons are to be installed with specified Test lead points for which prior approval to be obtained from Owner. The item also includes supply, installation / laying & termination of all XLPE, Cu cables of required length(as per site conditions) and size as mentioned in the standard drawings, toggle switch, cable glands and lugs etc., complete in allrespect. All as per the direction and specification detailed in the document complete with tools, tackles & other necessary require ment for preparation of the coupon. The work complete in all respect shall include supply of all labour, tools etc complete as per t he directions of the Site Engineer and as per latest revision of drawing no. 9200-99900-404-601 & 9200-99900-404-607. |
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