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| Name of Work: LAYING 18” OD, 282 KM (APPROX.) CROSS COUNTRY LPG PIPELINE FROM PHDPL HALDIA PUMP STATION TO PHDPL DURGAPUR DELIVERY STATION UNDER PARADIP-HALDIA- DURGAPUR LPG PIPELINE AUGMENTATION PROJECT GROUP-B: MAHISHREKHA T-POINT (CH. 87 KM) TO DUTTAPUR SV STATION (CH.181 KM) | |||||
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| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | MAINLINE-COMPOSITE (Group-B-WB) | Item 00010 | ||
| 2 | 2 | Mainline laying works i) 18\" OD Pipe Haldia-Durgapur Section \"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 all pipelines except LPG/Gas) 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, | Item 10.10 | ||
| 3 | 2.1 | - 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. 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. | Item 10.10 | ||
| 4 | 3.1 | 18\" OD Pipe Laying | Item 10.20 | 77680 | M |
| 5 | 3.2 | Laying pre-coated pipes in Water Logged/High Water Table Area 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 for temporary or permanent incorporation in the works and all other acts, matters and things necessary to complete the work in all respects according to the contract. NOTE: 1. Depending upon the site condition, the Engineer-in-Charge, in consultation with the Contractor, shall decide upon the precise 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. | Item 10.30 | ||
| 6 | 4 | 18\" OD Pipe Laying | Item 10.40 | 280 | M |
| 7 | 5 | 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. | Item 10.50 | ||
| 8 | 6 | 18\" OD | Item 10.60 | 400 | M |
| 9 | 7 | 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 for temporary or permanent incorporation in the works and all other acts, 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.\" | Item 10.70 | ||
| 10 | 8 | Submerged crossings: 30\" OD Carrier Pipe \"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 for temporary or permanent incorporation in the works and all other acts, 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.\" | Item 10.80 | 550 | M |
| 11 | 9 | Concrete Sheathing / Coating (100 mm thk | Item 10.90 | ||
| 12 | 10 | Providing & Laying Concrete sheathing on the carrier pipe i.e., continuous concrete coating (mix 1:1.5:3) of 100 mm thick in two layers 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. <H>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. \" | Item 10.100 | 250 | M |
| 13 | 11 | Sand Padding ( At seismic Fault Location) 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. | Item 10.110 | ||
| 14 | 12 | SAND PADDING (IN HARD ROCKY AREAS) 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\" | Item 10.120 | 500 | M |
| 15 | 13 | 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).,, | Item 10.130 | ||
| 16 | 14 | 18\" OD | Item 10.140 | 500 | M |
| 17 | 15 | SAND PADDING ( IN OTHER AREAS) 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 | Item 10.150 | ||
| 18 | 16 | 18\" OD | Item 10.160 | 25 | M |
| 19 | 17 | 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.,, | Item 10.170 | ||
| 20 | 18 | 18\" OD | Item 10.180 | 25 | M |
| 21 | 19 | \"HDD INSTALLATION (CARRIER PIPE & OFC DUCT) Design, detailed engineering, installation of pipeline and OFC conduit at specified minimum depth across water bodies (canal/ drain/ nalla, marshy area etc.)/ Highway / congested areas / other busy roads etc. by Horizontal Directional Drilling (HDD) method; Complete work for the crossing (between the limits, as indicated in the approved drawing and as per the approved procedure & design) including mobilisation & de-mobilisation 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 and in accordance with the specifications, drawings, as per the provisions of the contract document and instructions of the Engineer-in-Charge - Interpretation of data of hydrological/ geo-technical surveys furnished by the Owner (if any), carrying out topographic survey, carrying out additional surveys as required for collecting data relevant to design and execution of the crossing, performing all engineering & design calculations including 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 with holiday detector for defects, arranging all necessary intermediate storage area required thereof till the pipes are installed in permanent position; - Repair of pipe and coating damages occurred, if any, during transportation; - Complete site preparation including arranging of additional required land beyond ROW provided by Owner, setting up of fabrication yard, preparation of temporary arrangement for pipeline stringing, launching etc.; - Pre-construction surveys and collection of all necessary data related to site, underground utilities etc.; - 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 and personnel to process, develop, examine and interpret radiographs (by qualified and experienced radiography inspector) and providing all facilities to Owner's representative(s) for examining radiographs, repair of defects in the 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 Seal for life 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 DIRAX heat shrink sleeves of M/s Seal for life 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 - Supply & fixing of easy to install heat shrinkable duct end caps for HDPE duct for OFC - 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 carrier pipeline and OFC conduit below the water body (canal/ drain/ nalla/ marshy area etc.)/ Highway/ congested area/busy road etc., as a bundle by single horizontal directional drilling operation to the correct profile as per the approved procedure, design & profiles using HDD Rig of adequate/ approved capacity, suitable drill pipe, proper drilling fluid including additives (suiting soil & groundwater conditions etc.), drill bit, reamer and approved tracking system in different soil strata at site including rock; - Carrying out post-installation hydrostatic testing; - 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 & OFC cable 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: 1) Payment shall be released in stages as stipulated in the Special Conditions of Contract; 2) Length of HDD for payment purpose shall be considered as length between hook-up points with mainline pipe at normal depth at both sides of HDD. 3) Maximum length of single length of HDD crossing shall be approximately 500 meters. 4) The length and number of HDD crossings may vary as per site requirement during execution. \" | Item 10.190 | ||
| 22 | 20 | Normal Soil Condition-18\"OD(UP TO 500 M) | Item 10.200 | 13500 | M |
| 23 | 21 | \"HDD INSTALLATION (CARRIER PIPE ONLY) Design, detailed engineering, installation of pipeline at specified minimum depth across water bodies (canal/ drain/ nalla, marshy area etc.)/ Highway / congested areas / other busy roads etc. by Horizontal Directional Drilling (HDD) method; Complete work for the crossing (between the limits, as indicated in the approved drawing and as per the approved procedure & design) including mobilisation & de-mobilisation 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 and in accordance with the specifications, drawings, as per the provisions of the contract document and instructions of the Engineer-in-Charge - Interpretation of data of hydrological/ geo-technical surveys furnished by the Owner (if any), carrying out topographic survey, carrying out additional surveys as required for collecting data relevant to design and execution of the crossing, performing all engineering & design calculations including 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 with holiday detector for defects, arranging all necessary intermediate storage area required thereof till the pipes are installed in permanent position; - Repair of pipe and coating damages occurred, if any, during transportation; - Complete site preparation including arranging of additional required land beyond ROW provided by Owner, setting up of fabrication yard, preparation of temporary arrangement for pipeline stringing, launching etc.; - Pre-construction surveys and collection of all necessary data related to site, underground utilities etc.; - 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 and personnel to process, develop, examine and interpret radiographs (by qualified and experienced radiography inspector) and providing all facilities to Owner's representative(s) for examining radiographs, repair of defects in the 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 Seal for life 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 DIRAX heat shrink sleeves of M/s Seal for life make, DDXTM Directional Drilling Kit of M/s Canusa or of any other approved make; - 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 carrier pipeline and OFC conduit below the water body (canal/ drain/ nalla/ marshy area etc.)/ Highway/ congested area/busy road etc., as a bundle by single horizontal directional drilling operation to the correct profile as per the approved procedure, design & profiles using HDD Rig of adequate/ approved capacity, suitable drill pipe, proper drilling fluid including additives (suiting soil & groundwater conditions etc.), drill bit, reamer and approved tracking system in different soil strata at site including rock; - Carrying out post-installation hydrostatic testing; - 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 & OFC cable 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: 1) Payment shall be released in stages as stipulated in the Special Conditions of Contract; 2) Length of HDD for payment purpose shall be considered as length between hook-up points with mainline pipe at normal depth at both sides of HDD. 3) Maximum length of single length of HDD crossing shall be approximately 500 meters. 4) The length and number of HDD crossings may vary as per site requirement during execution. \" | Item 10.210 | ||
| 24 | 22 | Normal Soil Condition-18\"OD(500-1000 M) | Item 10.220 | 1200 | M |
| 25 | 23 | Pipeline MArkers Supply of all materials necessary for fabrication and installation of kilometre posts, direction markers and warning signs at the locations as per specifications, excavating & grouting in cement concrete 1:3:6, and all other works necessary for fabrication & installation of the markers including cleaning, priming & applying two coats of coal tar based epoxy paint on underground portions, supply and application of one coat of primer and two coats of epoxy paint of approved colour and quality on overground portion, stencil letter cutting for number, direction, chainage etc. and restoration of site to original condition and all other acts, deeds, matters and things and work, labour, inputs and materials/ consumables necessary to perform and complete the work in all respects as per approved drawing & specifications and as per direction of Site Engineer / Engineer-in-Charge. | Item 10.230 | ||
| 26 | 24 | Kilometer post | Item 10.240 | 95 | EA |
| 27 | 25 | Direction marker | Item 10.250 | 1150 | EA |
| 28 | 26 | Warning sign | Item 10.260 | 50 | EA |
| 29 | 27 | Boundary Pillars Providing and installing RCC (1:1.5:3) boundary pillars as per drawings on both edges of the ROW at 250 metres interval and at every turning point and/or as directed, including supply of all materials necessary for the fabrication of the pillars, casting and inscribing the pillars, excavation of earth, fixing the pillars & backfilling, applying two coats of oil paint over one coat of cement based primer on exposed surface and work, labour, inputs & materials/ consumables necessary to perform and complete the work in all respect under the contract and as per directions of Site Engineer. | Item 10.270 | 800 | EA |
| 30 | 28 | AIR DRYING (OPTIONAL) 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. | Item 10.280 | ||
| 31 | 29 | 18\" OD | Item 10.290 | 95 | KM |
| 32 | 30 | NITROGEN PURGING (OPTIONAL) 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. | Item 10.300 | ||
| 33 | 31 | 18\" OD | Item 10.310 | 95 | KM |
| 34 | 32 | <H>\"ELECTRONIC GEOMETRY PIGGING (EGP) / CALLIPER SURVEY (INCLUDING MAGNETIC PIGGING)</> Mobilisation/ demobilisation of pigging tools, tackles, consumables, accessories and personnel by contractor at work site including magnetic pig, electronic geometry pig, pig tracking device, preparation and cleaning of the complete mainline / Mainline sections including HDD sections under this tender by running series of pigs for cleaning the line from debris, water & making it dry for launching calliper pigs, running of magnetic pig for cleaning of ferrous residue, launching and receiving the electronic & standard calliper pigs, including pig tracking at 2 to 3 km interval, data retrieval, interpretation of data and submission of reports in the form acceptable to the Owner, including rectification of defects observed from calliper survey, including supply of all labour, materials, equipment & instruments, calliper pigs, fabrication of launching & receiving barrels, all complete for ascertaining the geometry of the pipeline. \" | Item 10.320 | ||
| 35 | 33 | 18\" OD | Item 10.330 | 95 | KM |
| 36 | 34 | Preservation of Pipeline with Inhibited Water (OPTIONAL) 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.,, | Item 10.340 | ||
| 37 | 35 | 18\" OD | Item 10.350 | 95 | KM |
| 38 | 36 | Installation of MOVs/Sectionalising Valve(SVs) on Mainline \"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. \" | Item 10.360 | ||
| 39 | 37 | 18\" OD | Item 10.370 | 8 | EA |
| 40 | 38 | Fabrication of Hot pulled bends Taking delivery and transportation of bare pipes from owner's stockpile, transportation, unloading the pipes at manufacturer's works and fabrication of Long Radius (R=6D) Hot pulled induction bends having tangent length of approximately 1000m at both ends as per specification and delivery of hot pulled bends to site including visual examination, manual U.T. on the entire weld seam, bevelling of ends as per API 5L, supply of all materials, consumables, labour etc. as per specifications and direction of Site Engineer / Engineer-in-Charge. | Item 10.380 | ||
| 41 | 39 | 18\" OD | Item 10.390 | 20 | EA |
| 42 | 40 | Commissioning Assistance (for R-LNG Pipeline) Commissioning assistance: Supply of all materials, consumable, providing all equipemnet & resource for the complete activitiy of commissioning of R-LNG pipeline including mainline & station Pipeline with proper pressurization of mainline and station piping with Nitrogen, bacth pigging followed by vaporised R-LNG and effective line fill by pressurization of line fill with R-LNG as per approved procedure and specification requirement i ncluding providing expert services for vetting of commissioning procedure and presence of experts to guide & monitor the complete commissioning activities with proper satisfaction to EIC. Note: This Item shall be operated with prior permission from EIC. | Item 10.400 | ||
| 43 | 41 | 18\" OD | Item 10.410 | 95 | KM |
| 44 | 42 | MAINLINE(SV STATION)-COMPOSITE-NON ITC | Item 00020 | ||
| 45 | 43 | 10 CIVIL WORKS FOR SV STATIONS(NON ITC) | Item 20.A | ||
| 46 | 44 | 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 including getting out and disposal of excavated earth up to 50m lead and lift up to 1.5 m, as directed by the Engineer-in-Charge :,,,, | Item 20.A.10 | ||
| 47 | 45 | All kinds of soil | Item 20.A.20 | 100 | SQM |
| 48 | 46 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by the Engineer-in-Charge.,,,, | Item 20.A.30 | ||
| 49 | 47 | All kinds of soil | Item 20.A.40 | 1010 | CUM |
| 50 | 48 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.,,,, | Item 20.A.50 | 550 | CUM |
| 51 | 49 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.,,,, | Item 20.A.60 | 50 | CUM |
| 52 | 50 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.,,,, | Item 20.A.70 | 340 | SQM |
| 53 | 51 | Supplying chemical emulsion in sealed containers including delivery as specified.,,,, | Item 20.A.80 | ||
| 54 | 52 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20%,, | Item 20.A.90 | 190 | L |
| 55 | 53 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :,,,, | Item 20.A.100 | ||
| 56 | 54 | Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres/ sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete: With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | Item 20.A.110 | 310 | M |
| 57 | 55 | \"Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 : 2 (1 cement : 2 Coarse sand) to match the existing floor : \",, With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | Item 20.A.120 | 1170 | M |
| 58 | 56 | Treatment of existing masonry using chemical emulsion @ 1 litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole : With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Item 20.A.130 | 440 | M |
| 59 | 57 | Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials.,,,, | Item 20.A.140 | ||
| 60 | 58 | All kinds of soil | Item 20.A.150 | 10 | CUM |
| 61 | 59 | Filling the excavated earth to required grade, level & profile in low lying areas including watering, ramming, compacting at optimum moisture content to 90% of Proctor's density consolidation by rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm 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 site Engineer complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer.,,,, | Item 20.A.160 | 260 | CUM |
| 62 | 60 | Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor's own borrow areas including royalty, with all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisture content to 90% of Proctor's density, consolidation and rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thickness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer.,,,, | Item 20.A.170 | 280 | CUM |
| 63 | 61 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :,,,, | Item 20.A.180 | ||
| 64 | 62 | 1:3:6 (1 cement : 3 coarse sand (Zone-III) : 6 graded stone aggregate 20 mm nominal size),, | Item 20.A.190 | 40 | CUM |
| 65 | 63 | 1:3:6 (1 cement : 3 coarse sand (Zone-III) : 6 graded stone aggregate 40 mm nominal size),, | Item 20.A.200 | 30 | CUM |
| 66 | 64 | 1:4:8 (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size),, | Item 20.A.210 | 70 | CUM |
| 67 | 65 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.,,,, ,, | Item 20.A.220 | 150 | CUM |
| 68 | 66 | Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm down size) mixed with approved brand of water proofing compound @ 1Kg/50 Kg bag of cement, in roof grading, coping, in bed concrete etc. at all heights & depths, including providing centering and shuttering, scaffolding, watering, curing, vibrating, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer.,,,, | Item 20.A.230 | 20 | CUM |
| 69 | 67 | Providing and laying 40 mm thick CC 1:2:4 Damp Proof Course with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone chips 6 mm down size) laid to proper level & line including providing shuttering, applying two coats of bitumen applied @ 1.50 Kg/sqm and spreading an even layer of coarse sand over hot bitumen, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer.,,,, | Item 20.A.240 | 40 | SQM |
| 70 | 68 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :,, | Item 20.A.250 | ||
| 71 | 69 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III): 3 graded stone aggregate 20 mm nominal size),, | Item 20.A.260 | 260 | CUM |
| 72 | 70 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :,,,, | Item 20.A.270 | ||
| 73 | 71 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size),, | Item 20.A.280 | 30 | CUM |
| 74 | 72 | 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 cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size),, ,, | Item 20.A.290 | 110 | CUM |
| 75 | 73 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :,,,, | Item 20.A.300 | ||
| 76 | 74 | Foundations, footings, bases of columns, etc. for mass concrete,, | Item 20.A.310 | 240 | SQM |
| 77 | 75 | Suspended floors, roofs, landings, balconies and access platform,, | Item 20.A.320 | 340 | SQM |
| 78 | 76 | Lintels, beams, plinth beams, girders, bressumers and cantilevers,, | Item 20.A.330 | 680 | SQM |
| 79 | 77 | Columns, Pillars, Piers, Abutments, Posts and Struts,, | Item 20.A.340 | 440 | SQM |
| 80 | 78 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. ,,,, ,, | Item 20.A.350 | ||
| 81 | 79 | Thermo-Mechanically Treated bars of grade Fe-500D or more,, | Item 20.A.360 | 40250 | KG |
| 82 | 80 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.,,,, | Item 20.A.370 | ||
| 83 | 81 | Thermo-Mechanically Treated bars of grade Fe-500 D or more,, | Item 20.A.380 | 19790 | KG |
| 84 | 82 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in :,,,, | Item 20.A.390 | ||
| 85 | 83 | Cement mortar 1:6 (1 cement : 6 coarse sand),, | Item 20.A.400 | 80 | CUM |
| 86 | 84 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :,,,, | Item 20.A.410 | ||
| 87 | 85 | Cement mortar 1:6 (1 cement : 6 coarse sand),, | Item 20.A.420 | 210 | CUM |
| 88 | 86 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. : Raj Nagar Plain white marble/Udaipur green marble/Zebra black marble :,, ,, | Item 20.A.430 | ||
| 89 | 87 | Area of slab up to 0.50 sqm | Item 20.A.440 | 10 | SQM |
| 90 | 88 | 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 arrangements 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 cover of required thickness for rolling shutters.,,,, 80 x 1.25 mm M.S. laths with 1.25 mm thick top cover,, | Item 20.A.450 | 50 | SQM |
| 91 | 89 | Providing and fixing ball bearing for rolling shutters.,,,, | Item 20.A.460 | 20 | EA |
| 92 | 90 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia. M.S. bar bent to shape as per standard drawing.,,,, | Item 20.A.470 | 10 | EA |
| 93 | 91 | Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, claddings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cutting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including preparation of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with two coats of epoxy paint \"EPILUX 155 High Build Enamel over a coat of \"EPILUX 610\" Primer of M/s BERGER or any other approved equivalent make as per manufacturer#s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of concrete work).,,,, | Item 20.A.480 | 4.5 | TON |
| 94 | 92 | Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provision for lifting arrangements 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.,,,, | Item 20.A.490 | 80 | SQM |
| 95 | 93 | 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 cement : 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.,,,, | Item 20.A.500 | ||
| 96 | 94 | Size of Tile 500x500 mm | Item 20.A.510 | 340 | SQM |
| 97 | 95 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to IS:15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joint with white cement & matching pigments etc. complete.,,,, | Item 20.A.520 | ||
| 98 | 96 | Size of Tile 500x500 mm | Item 20.A.530 | 40 | SQM |
| 99 | 97 | Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 laid to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer.,,,, | Item 20.A.540 | 740 | SQM |
| 100 | 98 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :,,,, In 75x75 mm deep chase,, | Item 20.A.550 | 220 | M |
| 101 | 99 | Making Khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 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 sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.,,,, | Item 20.A.560 | 20 | EA |
| 102 | 100 | Providing and fixing on wall face Unplasticised Rigid PVC (UPVC) rainwater pipes conforming to IS:13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion: (i) Single socketed pipes : 110 mm diameter,, ,,,, | Item 20.A.570 | 80 | M |
| 103 | 101 | Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un-plasticised Rigid PVC rainwater pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion :,,,, | Item 20.A.580 | ||
| 104 | 102 | Coupler : 110 mm | Item 20.A.590 | 20 | EA |
| 105 | 103 | Single Push-fit Coupler : 110 mm` | Item 20.A.600 | 20 | EA |
| 106 | 104 | Bend 87.5 Degrees : 110 mm bend | Item 20.A.610 | 20 | EA |
| 107 | 105 | Shoe (Plain) : 110 mm shoe | Item 20.A.620 | 20 | EA |
| 108 | 106 | 15 mm cement plaster on the rough side of single or half brick wall of mix :,,,, :,,,, | Item 20.A.630 | ||
| 109 | 107 | 1:4 (1 cement : 4 fine sand) | Item 20.A.640 | 180 | SQM |
| 110 | 108 | 15 mm cement plaster on rough side of single or half brick wall of mix : ,,,, | Item 20.A.650 | ||
| 111 | 109 | 1:6 (1 cement : 6 coarse sand) | Item 20.A.660 | 2010 | SQM |
| 112 | 110 | 6 mm cement plaster of mix :,,,, | Item 20.A.670 | ||
| 113 | 111 | 1:3 (1 cement : 3 fine sand) | Item 20.A.680 | 670 | SQM |
| 114 | 112 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :,, Water thinnable cement primer,, ,, | Item 20.A.690 | 1160 | SQM |
| 115 | 113 | Finishing walls with textured exterior paint of required shade :,,,, 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,, | Item 20.A.700 | 1440 | SQM |
| 116 | 114 | Applying priming coat :,,,, With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works.,, | Item 20.A.710 | 140 | SQM |
| 117 | 115 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.,,,, | Item 20.A.720 | 1160 | SQM |
| 118 | 116 | Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.,,,, Two coats,, | Item 20.A.730 | 1160 | SQM |
| 119 | 117 | Painting with synthetic enamel paint, ha | Item 20.A.740 | 141 | SQM |
| 120 | 118 | Providing grooves of uniform size 12x12 | Item 20.A.750 | 840 | M |
| 121 | 119 | 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.,,,, | Item 20.A.760 | 550 | SQM |
| 122 | 120 | Providing and laying Burnt Terracota Tiles 12 mm thick for facia, over walls, sloping RCC Roofs etc. at all levels and locations laid 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 directions of the Engineer-in-Charge.,,,, | Item 20.A.770 | 119 | SQM |
| 123 | 121 | Providing and fixing 12 mm thick Elevational Brick Tiles for facia, vertical face of walls, etc. at all levels and locations laid 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 specification and directions of the Engineer-in-Charge.,,,, | Item 20.A.780 | 89 | SQM |
| 124 | 122 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of the Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations.],,,, Nominal concrete 1:3:6 or richer mix (including equivalent design mix),, | Item 20.A.790 | 20 | CUM |
| 125 | 123 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of the Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge.],,,, | Item 20.A.800 | 20 | CUM |
| 126 | 124 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of the Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations.],,,, | Item 20.A.810 | ||
| 127 | 125 | In cement mortar | Item 20.A.820 | 70 | CUM |
| 128 | 126 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of the Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations.(3) Adequate safety precautions shall also be taken care before commencement of any activity.] :,,,, | Item 20.A.830 | ||
| 129 | 127 | Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 metres.,,,, | Item 20.A.840 | 500 | SQM |
| 130 | 128 | Supplying and stacking at site :,,,, | Item 20.A.850 | ||
| 131 | 129 | 90 mm to 45 mm size stone aggregate | Item 20.A.860 | 100 | CUM |
| 132 | 130 | Supplying and stacking at site :,,,, | Item 20.A.870 | ||
| 133 | 131 | 53 mm to 22.4 mm size stone aggregate | Item 20.A.880 | 80 | CUM |
| 134 | 132 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.,,,, | Item 20.A.890 | 180 | CUM |
| 135 | 133 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.,,,, | Item 20.A.900 | 70 | CUM |
| 136 | 134 | Providing and laying design mix cement concrete of M-30 grade in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of the Engineer-in-Charge. [Notes: (1) Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately. (2) Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately].,, Cement concrete prepared with batch mixing machine,, ,, | Item 20.A.910 | 60 | CUM |
| 137 | 135 | Providing and fixing in position pre-moulded joint filler in expansion joints.,,,, Note: Measurement shall be done in \"PER CM DEPTH PER CM WIDTH PER M LENGTH\" | Item 20.A.920 | 40 | M |
| 138 | 136 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks 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 & direction of the Engineer-in-Charge.,,,, | Item 20.A.930 | ||
| 139 | 137 | 60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern.,, | Item 20.A.940 | 100 | SQM |
| 140 | 138 | Providing and laying non-pressure NP-2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :,,,, | Item 20.A.950 | ||
| 141 | 139 | 250 mm dia. R.C.C. pipe | Item 20.A.960 | 10 | M |
| 142 | 140 | 300 mm dia. R.C.C. pipe | Item 20.A.970 | 9 | M |
| 143 | 141 | 450 mm dia. R.C.C. pipe | Item 20.A.980 | 20 | M |
| 144 | 142 | Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid over a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including making haunches and providing 15mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside and its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per standard design and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling, curing etc., as per specifications of the Engineer-in-Charge.,,,, | Item 20.A.990 | 180 | M |
| 145 | 143 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, 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 the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :,,,, 300 mm diameter piles,, | Item 20.A.1000 | 520 | M |
| 146 | 144 | 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 specification & the direction of the Engineer-In-Charge. [Notes : (1) Initial and Routine Load Test shall not be carried out by Dynamic method of testing. (2) Testing agency shall submitt the design of loading platform for the approval of the Engineer-In-Charge.] :,,,, Single pile up to 50 tonne Safe Capacity :,, Initial Test (Test Load 2.5 times the Safe Capacity) | Item 20.A.1010 | 1 | EA |
| 147 | 145 | 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 specification & the direction of the Engineer-In-Charge. [Notes : (1) Initial and Routine Load Test shall not be carried out by Dynamic method of testing. (2) Testing agency shall submitt the design of loading platform for the approval of the Engineer-In-Charge.] :,,,, Single pile up to 50 tonne Safe Capacity :,, Routine Test (Test Load 1.5 times the Safe Capacity) | Item 20.A.1020 | 1 | EA |
| 148 | 146 | 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 required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene 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 drawings and the directions of the Engineer-In-Charge. (Glazing, paneling and dash fasteners to be paid for separately) :,,,, For fixed portion :,, Powder coated aluminium (Minimum thickness of powder coating 50 micron) | Item 20.A.1030 | 480 | KG |
| 149 | 147 | 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 required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene 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 drawings and the directions of the Engineer-In-Charge. (Glazing, paneling and dash fasteners to be paid for separately) :,,,, For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required. (Fittings shall be paid for separately) :,, Powder coated aluminium (Minimum thickness of powder coating 50 micron) | Item 20.A.1040 | 440 | KG |
| 150 | 148 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-In-Charge. (Cost of aluminium snap beading shall be paid in basic item) :,,,, With float glass panes of 5.50 mm thickness,, | Item 20.A.1050 | 70 | SQM |
| 151 | 149 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS:6315, having brand logo embossed 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 pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-In-Charge. :,,,, With stainless steel cover plate minimum 1.25 mm thickness,, | Item 20.A.1060 | 20 | EA |
| 152 | 150 | 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 direction of the Engineer-In-Charge.,,,, Powder coated (Minimum thickness 50 micron) aluminium tubular handle bar ,, | Item 20.A.1070 | 20 | EA |
| 153 | 151 | Providing and fixing 100 mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.,,,, | Item 20.A.1080 | 20 | EA |
| 154 | 152 | Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete.,,,, Powder coated (Minimum thickness 50 micron) Aluminium,, | Item 20.A.1090 | 50 | EA |
| 155 | 153 | Providing and fixing, on fixed glazing/ doors/ window panes, sun control film \"HP NATURAL 35 SAFETY COMBINATION FILM-4Mil\" of M/s. GARWARE or approved equivalent make and shade, all complete as per manufacturer's specification and as per instructions of the Engineer-in-Charge.,,,, | Item 20.A.1100 | 70 | SQM |
| 156 | 154 | Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black 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 membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : (a) Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5cm. (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 : ,,,, 3 mm thick,, | Item 20.A.1110 | 340 | SQM |
| 157 | 155 | Supplying and using water proofing compound like CICO, PUDDLE or any other approved brand with Cement Plaster/ CC/ RCC complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer.,,,, | Item 20.A.1120 | 380 | KG |
| 158 | 156 | Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding down bolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout, curing as per manufacturer's recommendation/ specification and direction of the Site Engineer. (Note: This item shall be operated under specific instruction of the Engineer-in-Charge.),,,, | Item 20.A.1130 | 1100 | KG |
| 159 | 157 | CSW WORKS-COMPOSITE-NON ITC | Item 00030 | ||
| 160 | 158 | 10 CIVIL WORKS | Item 30.A | ||
| 161 | 159 | 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 including getting out and disposal of excavated earth up to 50m lead and lift up to 1.5 m, as directed by the Engineer-in-Charge :,,,, | Item 30.A.10 | ||
| 162 | 160 | All kinds of soil | Item 30.A.20 | 2500 | SQM |
| 163 | 161 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by the Engineer-in-Charge.,,,, | Item 30.A.30 | ||
| 164 | 162 | All kinds of soil | Item 30.A.40 | 1060 | CUM |
| 165 | 163 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.,,,, | Item 30.A.50 | 190 | CUM |
| 166 | 164 | Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor's own borrow areas including royalty, with all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisture content to 90% of Proctor's density, consolidation and rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thickness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer.,,,, | Item 30.A.60 | 80 | CUM |
| 167 | 165 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :,,,, | Item 30.A.70 | ||
| 168 | 166 | 1:3:6 (1 cement : 3 coarse sand (Zone-III) : 6 graded stone aggregate 40 mm nominal size),, | Item 30.A.80 | 40 | CUM |
| 169 | 167 | 1:4:8 (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size),, | Item 30.A.90 | 50 | CUM |
| 170 | 168 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :,, | Item 30.A.100 | ||
| 171 | 169 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III): 3 graded stone aggregate 20 mm nominal size),, | Item 30.A.110 | 370 | CUM |
| 172 | 170 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :,,,, | Item 30.A.120 | ||
| 173 | 171 | Foundations, footings, bases of columns, etc. for mass concrete,, | Item 30.A.130 | 1260 | SQM |
| 174 | 172 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but, excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size),,,, | Item 30.A.140 | 10 | CUM |
| 175 | 173 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. ,,,, ,, | Item 30.A.150 | ||
| 176 | 174 | Thermo-Mechanically Treated bars of grade Fe-500D or more,, | Item 30.A.160 | 53720 | KG |
| 177 | 175 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.,,,, | Item 30.A.170 | ||
| 178 | 176 | Thermo-Mechanically Treated bars of grade Fe-500 D or more,, | Item 30.A.180 | 1100 | KG |
| 179 | 177 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in :,,,, | Item 30.A.190 | ||
| 180 | 178 | Cement mortar 1:6 (1 cement : 6 coarse sand),, | Item 30.A.200 | 40 | CUM |
| 181 | 179 | Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provision for lifting arrangements 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.,,,, | Item 30.A.210 | 80 | SQM |
| 182 | 180 | Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 laid to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer.,,,, | Item 30.A.220 | 200 | SQM |
| 183 | 181 | 15 mm cement plaster on the rough side of single or half brick wall of mix :,,,, :,,,, | Item 30.A.230 | ||
| 184 | 182 | 1:4 (1 cement : 4 fine sand) | Item 30.A.240 | 190 | SQM |
| 185 | 183 | 6 mm cement plaster of mix :,,,, | Item 30.A.250 | ||
| 186 | 184 | 1:3 (1 cement : 3 fine sand) | Item 30.A.260 | 40 | SQM |
| 187 | 185 | Neat Cement Punning | Item 30.A.270 | 40 | SQM |
| 188 | 186 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of the Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge.],,,, | Item 30.A.280 | 10 | CUM |
| 189 | 187 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of the Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations.],,,, | Item 30.A.290 | ||
| 190 | 188 | In cement mortar | Item 30.A.300 | 20 | CUM |
| 191 | 189 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of the Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations.(3) Adequate safety precautions shall also be taken care before commencement of any activity.] :,,,, | Item 30.A.310 | ||
| 192 | 190 | 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 sub grade and disposal of surplus earth with lead up to 50 metres.,,,, | Item 30.A.320 | 250 | SQM |
| 193 | 191 | Supplying and stacking at site :,,,, | Item 30.A.330 | ||
| 194 | 192 | 90 mm to 45 mm size stone aggregate | Item 30.A.340 | 50 | CUM |
| 195 | 193 | Supplying and stacking at site :,,,, | Item 30.A.350 | ||
| 196 | 194 | 53 mm to 22.4 mm size stone aggregate | Item 30.A.360 | 40 | CUM |
| 197 | 195 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.,,,, | Item 30.A.370 | 90 | CUM |
| 198 | 196 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.,,,, | Item 30.A.380 | 40 | CUM |
| 199 | 197 | Providing and laying design mix cement concrete of M-30 grade in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of the Engineer-in-Charge. [Notes: (1) Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately. (2) Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately].,, Cement concrete prepared with batch mixing machine,, ,, | Item 30.A.390 | 30 | CUM |
| 200 | 198 | Providing and fixing in position pre-moulded joint filler in expansion joints.,,,, Note: Measurement shall be done in \"PER CM DEPTH PER CM WIDTH PER M LENGTH\" | Item 30.A.400 | 20 | M |
| 201 | 199 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks 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 & direction of the Engineer-in-Charge.,,,, | Item 30.A.410 | ||
| 202 | 200 | 60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern.,, | Item 30.A.420 | 2500 | SQM |
| 203 | 201 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. :,,,, | Item 30.A.430 | ||
| 204 | 202 | 450 mm dia. R.C.C. pipe | Item 30.A.440 | 30 | M |
| 205 | 203 | 600 mm dia. R.C.C. pipe | Item 30.A.450 | 30 | M |
| 206 | 204 | Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm size) and inside and top plastering (15mm thick) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections to drains inclusive of all labour, material, equipment, etc., all complete as per drawing and directions of the Engineer-in-Charge.,, 1000mm x 1000mm x depth up to 1200mm inner dimensions.,, ,, | Item 30.A.460 | 10 | EA |
| 207 | 205 | Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm size) and inside and top plastering (15mm thick) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections to drains inclusive of all labour, material, equipment, etc., all complete as per drawing and directions of the Engineer-in-Charge.,, 750mm x 750mm x depth up to 1000mm inner dimensions,, ,, ,, | Item 30.A.470 | 10 | EA |
| 208 | 206 | Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm size) and inside and top plastering (15mm thick) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections to drains inclusive of all labour, material, equipment, etc., all complete as per drawing and directions of the Engineer-in-Charge.,, 600mm x 600mm x depth up to 750mm inner dimensions,, ,, ,, | Item 30.A.480 | 10 | EA |
| 209 | 207 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length 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 length 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 [Notes: (1) Length of pile for payment shall be measured up to bottom of pile cap. (2) Truck Mounted rotary/ TMR/ Tubewell boring machine shall not be used] :,,,, 450 mm diameter piles,, | Item 30.A.490 | 610 | M |
| 210 | 208 | Supplying and using water proofing compound like CICO, PUDDLE or any other approved brand with Cement Plaster/ CC/ RCC complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer.,,,, | Item 30.A.500 | 40 | KG |
| 211 | 209 | Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding down bolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout, curing as per manufacturer's recommendation/ specification and direction of the Site Engineer. (Note: This item shall be operated under specific instruction of the Engineer-in-Charge.),,,, | Item 30.A.510 | 670 | KG |
| 212 | 210 | 20 MECHANICAL | Item 30.B | ||
| 213 | 211 | 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. | Item 30.B.10 | 5 | TON |
| 214 | 212 | 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. | Item 30.B.20 | 291 | M2 |
| 215 | 213 | Copper str - Up to 30 mm wide x 3 mm th | Item 30.B.30 | 94 | EA |
| 216 | 214 | Copper Strip - 30 - 50 mm wide x 3 mm th | Item 30.B.40 | 94 | EA |
| 217 | 215 | Medium Velocity Water Sprinkler System:Design, Detailed Engineering, supply, fabrication, erection/Installation and commissioning of complete medium velocity water sprinkler systems for Pump Shed, barrel area, filteration, metering and piping area at each location as per the details mentioned below:Medium Velocity Water Sprinkler System: Automatic Medium velocity water Sprinkler System for Pump Shed, barrel area, filteration, metering andand Piping Area:Design, detail engineering, drawing and development of scheme for automatic medium velocity water sprinkler system for the equipment andpiping area including supply of all material like Deluge valve(Wet Type/ Dry Type), Spray nozzles, pressure switch, pressuer gauge, piping,valves, flanges, coupling, pipe fittings, brackets, clamps, fasteners, solenoid switches, S.S piping, strainers, alongwith all accessories asper the approved scheme at site, erection and installation of piping,cabling, equipments and instruments control panel etc, provision ofcompressed air/pneumatic piping from owner's compressed air headerlocated near compressor room for Dry Type Deluge Valve includingdismantling, breaking of road etc.as required for setting out of thesystem and making good the same,hooking up the system with the hydrantnetwork,sand blast cleaning, priming and painting (Zinc Ethyl SlicatePrimer,High Build EPOXY MIO, Isocynate Aliphatic Poly Urethene(PU) insignal red colour); internal coating with liquid epoxy, Carrying outall electrical and instrumentation works to enable auto actuation of the deluge valve and medium velocity water sprinkler system based onalarm signal from QB sensors/ gas detectors/ flame detectors. Carryingout the electronic integration of the system with the control panel andproviding alarm and automatic actuation of the deluge valves withmanual over-ride provision, testing & commissioning of the systemincluding cost of all labour, services, materials tools & tackles consumables, first operation & funrnishing of operation and maintenancemanuals on lumpsum basis as per specifications, International standard procedures, approved scheme, drawings and the direction of SiteEngineer /EIC. Note:1. The control panel and control cosole with PC will be installed underthe work of Gas detection system and the MV system is to be integratedwith the exisitng system. 2. For System Designing/Area Calculation & inter distances between block facilities refer the General layout plan and Assembly Piping Areaof respective Station. 3.Medium Velocity Water Sprinkler System for T-points at shall be designed considering wet type Deluge Valve as no compressed air is available at these locations. | Item 30.B.50 | ||
| 218 | 216 | Medium Velocity Water Sprinkler System f | Item 30.B.60 | 1 | LS |
| 219 | 217 | 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 primer and 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. | Item 30.B.70 | ||
| 220 | 218 | Zinc Ethyl Slicate Primer | Item 30.B.80 | 291 | M2 |
| 221 | 219 | High Build EPOXY MIO | Item 30.B.90 | 291 | M2 |
| 222 | 220 | Isocynate Aliphatic Poly Urethene(PU) | Item 30.B.100 | 291 | M2 |
| 223 | 221 | 30 PCP WORKS | Item 30.C | ||
| 224 | 222 | Magnesium Anode : Supply, Installation , testing and commisioning of Magnesium anode (minimum 7.6 Kg each) including its tail cable of size of 1c x 6 sq.mm. XLPE/ PVC insulated stranded copper cable of total length 10 meter including PVC cap, special back-fill material ( filled in cotton sack) with sealing compound complete in all respect including its excavations, back filling etc. as per specifications and drawings. The work complete in all respect shall include supply of all labour , tools etc. and shall be carried out as per the directions of the EIC/ Site Engineer and as per AFC drawings. | Item 30.C.10 | ||
| 225 | 223 | Magnesium Anode | Item 30.C.20 | 406 | EA |
| 226 | 224 | CSW WORKS-COMPOSITE- ITC | Item 00040 | ||
| 227 | 225 | 10 CIVIL WORKS | Item 40.A | ||
| 228 | 226 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by the Engineer-in-Charge.,,,, | Item 40.A.10 | ||
| 229 | 227 | All kinds of soil | Item 40.A.20 | 100 | CUM |
| 230 | 228 | Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials.,,,, All kinds of soil,, | Item 40.A.30 | 50 | CUM |
| 231 | 229 | Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor's own borrow areas including royalty, with all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisture content to 90% of Proctor's density, consolidation and rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thickness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer.,,,, | Item 40.A.40 | 10 | CUM |
| 232 | 230 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :,,,, | Item 40.A.50 | ||
| 233 | 231 | 1:2:4 (1 cement : 2 coarse sand (Zone-III) : 4 graded stone aggregate 20 mm nominal size),, | Item 40.A.60 | 10 | CUM |
| 234 | 232 | 1:3:6 (1 cement : 3 coarse sand (Zone-III) : 6 graded stone aggregate 40 mm nominal size),, | Item 40.A.70 | 10 | CUM |
| 235 | 233 | 1:4:8 (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size),, | Item 40.A.80 | 20 | CUM |
| 236 | 234 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :,, | Item 40.A.90 | ||
| 237 | 235 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III): 3 graded stone aggregate 20 mm nominal size),, | Item 40.A.100 | 70 | CUM |
| 238 | 236 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :,,,, | Item 40.A.110 | ||
| 239 | 237 | Foundations, footings, bases of columns, etc. for mass concrete,, | Item 40.A.120 | 350 | SQM |
| 240 | 238 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. ,,,, ,, | Item 40.A.130 | ||
| 241 | 239 | Thermo-Mechanically Treated bars of grade Fe-500D or more,, | Item 40.A.140 | 9920 | KG |
| 242 | 240 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in :,,,, | Item 40.A.150 | ||
| 243 | 241 | Cement mortar 1:6 (1 cement : 6 coarse sand),, | Item 40.A.160 | 20 | CUM |
| 244 | 242 | Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, claddings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cutting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including preparation of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with two coats of epoxy paint \"EPILUX 155 High Build Enamel over a coat of \"EPILUX 610\" Primer of M/s BERGER or any other approved equivalent make as per manufacturer#s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of concrete work).,,,, | Item 40.A.170 | 10 | TON |
| 245 | 243 | Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 laid to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer.,,,, | Item 40.A.180 | 50 | SQM |
| 246 | 244 | 15 mm cement plaster on the rough side of single or half brick wall of mix :,,,, :,,,, | Item 40.A.190 | ||
| 247 | 245 | 15 mm cement plaster on rough side of single or half brick wall of mix : ,,,, | Item 40.A.200 | ||
| 248 | 246 | 1:6 (1 cement : 6 coarse sand) | Item 40.A.210 | 60 | SQM |
| 249 | 247 | 6 mm cement plaster of mix :,,,, | Item 40.A.220 | ||
| 250 | 248 | 1:3 (1 cement : 3 fine sand) | Item 40.A.230 | 120 | SQM |
| 251 | 249 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length 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 length 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 [Notes: (1) Length of pile for payment shall be measured up to bottom of pile cap. (2) Truck Mounted rotary/ TMR/ Tubewell boring machine shall not be used] :,,,, 450 mm diameter piles,, | Item 40.A.240 | 310 | M |
| 252 | 250 | 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 specification & the direction of the Engineer-In-Charge. [Notes : (1) Initial and Routine Load Test shall not be carried out by Dynamic method of testing. (2) Testing agency shall submitt the design of loading platform for the approval of the Engineer-In-Charge.] :,,,, Single pile up to 50 tonne Safe Capacity :,, Initial Test (Test Load 2.5 times the Safe Capacity) | Item 40.A.250 | 1 | EA |
| 253 | 251 | 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 specification & the direction of the Engineer-In-Charge. [Notes : (1) Initial and Routine Load Test shall not be carried out by Dynamic method of testing. (2) Testing agency shall submitt the design of loading platform for the approval of the Engineer-In-Charge.] :,,,, Single pile up to 50 tonne Safe Capacity :,, Routine Test (Test Load 1.5 times the Safe Capacity) | Item 40.A.260 | 1 | EA |
| 254 | 252 | Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding down bolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout, curing as per manufacturer's recommendation/ specification and direction of the Site Engineer. (Note: This item shall be operated under specific instruction of the Engineer-in-Charge.),,,, | Item 40.A.270 | 1440 | KG |
| 255 | 253 | 20 INSTRUMENTATION WORKS | Item 40.B | ||
| 256 | 254 | INSTRUMENTATION | Item 40.B.10 | ||
| 257 | 255 | Taking delivery, shifting within a road distance of 500 meters and installation & testing of the differnt instruments (like pressure Gauge, Pressure Switch, Pressure Transmitter, temperature transmitter, scrapper detector, level switch, level transmitter, flow switch 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 suitable size non flame proof cable gland at control panel end and terminating the already laid cables at field, junction box and control panel end, mounting the junction boxes as per the Drawings, specifications and directions of the engineer in-charge/site engineer including cost of all labour, materials, consumables, tools, tackles and services rendered etc. All the instruments shall have to be properly connected to the earth pit through GI wires. The works shall include labelling, tagging using SS plates, glanding and ferruling at both field and panel side. Installation to be done as per OEMs recommendations, vendor drawings and other approved drawings. The scope also shall include Calibration of instruments, hydro-testing of Impulse tube, providing assistance in testing and commissioning of the instruments to control system vendor along with loop checking etc. | Item 40.B.20 | ||
| 258 | 256 | INSTALLATION OF PI+PS/PT: Installation, assistance in testing and commissioning of Pressure gauges and Pressure switches (PI+PS) / Pressure Gauge and Pressure Transmitter (PI+PT) of various ratings as per the directions of Engineer-in-charge/ Site engineer and drawings. (Majhegram-2) | Item 40.B.30 | 2 | EA |
| 259 | 257 | INSTALLATION OF PT / PS: Installation, assistance in testing and commissioning of Pressure Transmitter (PT) / Pressure Switch (PS) of various ratings as per the directions of Engineer in-charge/ Site engineer and drawings. (Majhegram-3, Existing SV locations-16) | Item 40.B.40 | 19 | EA |
| 260 | 258 | INSTALLATION OF SURFACE MOUNTED TEMPERATURE TRANSMITTER: Installation and assistance in testing & commissioning of temperature elements/temperature transmitter(TT) by welding the weld pad on the surface of the pipe, silicon paste etc as per the directions of engineer in-charge/site engineer and drawings. (Majhegram-2, existing SV locations-16) | Item 40.B.50 | 18 | EA |
| 261 | 259 | INSTALLATION OF EMERGENCY SHUTDOWN SWITCH/ MANUAL CALL POINT: Installation and testing of emergency shut - down (ESD) Push button/ Manual Call Point. This includes mounting of termination box as per the drawings, specification and instruction of Engineer in-charge/ Site engineer, replacement of broken glass covers and painting it in red colour. (Majhegram-1) | Item 40.B.60 | 1 | EA |
| 262 | 260 | INSTALLATION OF SCRAPPER DETECTOR: Installation, assistance in testing and commissioning of Scrapper Detector of various ratings as per OEM recommendations, vendor drawings, directions of engineer in-charge/site engineer and other approved drawings. (Majhegram-2) | Item 40.B.70 | 2 | EA |
| 263 | 261 | Installation of explosion proof/flame proof junction boxes, non-flame proof junction box for marshalling of control cables, terminating the cables at field and control panel end, mounting the junction boxes, connecting to earthing grid by supplying and installing all the required materials such as supporting structure, cement concrete, painting, GI wire etc. (excluding supply of the Junction Boxes) in all respects complete as per specifications, drawings and direction of site Engineer including supply of suitable size non-flame proof cable glands at Control Panel end and the cost of labour, tools, materials, glanding, ferruling etc. complete in all respects. (Majhegram-6) | Item 40.B.80 | 6 | EA |
| 264 | 262 | INSTALLATION OF HYDROCARBON DETECTORS: Installation of Infrared Hydrocarbon detectors (point type / open pathtype), terminating the cables at field and control panel / RTU end, connecting to earthing grid by supplying and installing all the required materials such as supporting structure, canopy, cement concrete, painting, GI wire etc.(excluding supply of the Hydrocarbon detector) complete in all respectsas per specifications. (Majhegram-2, Existing SV locations-8) | Item 40.B.90 | 10 | EA |
| 265 | 263 | Carrying out the instrumentation and control system jobs on the already erected actuator assembly of motor operated valves (MOVs) & Remote Operated Valves (ROVs) by making the instrument air connection (in ROVs) & necessary cable connection at field and control panel end (excluding the supply of cables) calibrating the control components, adjusting the limit switches, testing the whole assembly as per drawings specifications and direction of the engineer in-charge/site engineer c omplete 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, consumables etc. (Majhegram-9, existing SV locations-8) | Item 40.B.100 | 17 | EA |
| 266 | 264 | STEEL STRUCTURAL WORKS: Supply, fabrication, erection and installation of steel/GI structural works of any type and shape such as cable racks, trays, push button, control posts, ladders, lugs, chain link, fencing, angles, joints, channels, plates, flats, bars etc as required as per specifications, drawings, directions of site engineer/engineer in-charge, inlcuding cost of all labour, materials, tools, consumables etc complete in all respects. Job is inclusive of taking delivery from owner's go down and shifting to site wherever required. (Majhegram-50, Existing SV locations-400) | Item 40.B.110 | 450 | KG |
| 267 | 265 | 30 ELECTRICAL | Item 40.C | ||
| 268 | 266 | Supply, installation & fixing of prefabricated perforated/ladder type GI cable trays of width 150 mm, 300 mm, 450 mm & 600 mm as per site requirement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respectively with concentric static load as 70 Kg at the centre, with materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 40.C.10 | 7300 | KG |
| 269 | 267 | Supply, installation & fixing of prefabricated perforated Aluminium cable trays of width 150 mm, 300 mm, 450 mm & 600 mm as per site requirement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respectively with concentric static load as 70 Kg at the centre, with materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 40.C.20 | 50 | KG |
| 270 | 268 | Supplying and spreading of approved quality fine dry river sand in cable trenches including the cost of all material, transport, load and lift charges, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 40.C.30 | 1295 | M3 |
| 271 | 269 | Supply and laying of approved quality 75 mm thick second class brick flat soling with sand filling in the interstices, in cable trenches for protectionincluding the cost of all brick and sand, labour, load and lift charges , tools and tackles etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 40.C.40 | 1791.67 | M2 |
| 272 | 270 | Supply, erection & installation of MS cable markers, including excavation, installation of the markers, cement concrete grouting, backfilling, materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 40.C.50 | 62 | EA |
| 273 | 271 | LT Cable joint (1.1 KV): 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 , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 40.C.60 | ||
| 274 | 272 | Power cables LT : OD upto 20 mm | Item 40.C.70 | 13 | EA |
| 275 | 273 | Power cables LT : OD above 20 mm and upto 40 mm | Item 40.C.80 | 6 | EA |
| 276 | 274 | \"EARTH ELECTRODES Supplying, installation, testing of GI earthing electrode, including the supply and installation of the CI cover, charcoal /special backfill etc. and construction of chamber; complete as per drawings ,specifications and directions of the Site Engineer, Including the cost of all labour, tools, materials etc. complete in all respects.\" | Item 40.C.90 | 1 | EA |
| 277 | 275 | \"ACE Chemrod Earthing:Supply, installation, testing and commissioning of ACE (Artificial concept of earthing with chemical rod) Chemrod earthing electrode by digging earthing of 3.0 Meter depth & 150 mm diameter or higher by drilling/or any other method, placing ACE Chemrod Earthing Electrode, consisting Mild steel Galvanized pipe of size 2500 mm x 50 mm outer dia or higher size x 2 mm thick or above, Galvanized MS rod of size 2575 mmx 16 mm or higher size be welded with bottom. The epoxy insulator of not less than 100 mm length is to be filled in residual gap between pipe and rod. Highly conductive substances not less than 50 Kg are to be used for treatment of soil. Model NECO T-19 of Tosha make or equivalents of YK Trader / UniqueAssociates / Shriram make. Item includes the supply and installation of the CI/RCC cover in the earth pit, backfilling etc. and construction of chamber; complete including excavation, backfilling and supply of all materials required for making earth pit as per drawings, specifications and directions of the Site Engineer, Including the cost of all labour, tools, materials etc. complete in all respects. \" | Item 40.C.100 | 84 | EA |
| 278 | 276 | \"EARTHING PLATE : Supply & Installation of G.I. earthing plate as per drawing no. 9200-99900-404-009-00 outside the buildings. The item also includes grouting of the plate as shown in the drawing. The item should be complete in all respect including all materials, tools, tackels etc. and as per direction of EIC / Site engineer.\" | Item 40.C.110 | 36 | EA |
| 279 | 277 | \"EARTH STRIP / WIRE / ROPE / CABLE Supply, installing and testing of earthing strip/wire/rope/cable for completely making the earthing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engineer-in-charge, including the cost of all labour, tools, materials, etc. complete in all respect. \" | Item 40.C.120 | ||
| 280 | 278 | 50 mm X 6 mm G.I. earthing strip | Item 40.C.130 | 1550 | M |
| 281 | 279 | 40 mm X 5 mm G.I. earthing strip | Item 40.C.140 | 900 | M |
| 282 | 280 | GI wire (8 SWG) | Item 40.C.150 | 1050 | M |
| 283 | 281 | GI wire / rope 35 sq. mm | Item 40.C.160 | 50 | M |
| 284 | 282 | GI wire / rope 10 mm diameter | Item 40.C.170 | 50 | M |
| 285 | 283 | Copper cable with insulation as per specifications - 95/100 Sq.mm | Item 40.C.180 | 1300 | M |
| 286 | 284 | Supply, erection & installation of cable conduits made up of GI pipes of medium class 'B' subject to owner's approval in trenches (already 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 site engineer / Engineer-in-Charge. | Item 40.C.190 | ||
| 287 | 285 | 25 mm | Item 40.C.200 | 100 | M |
| 288 | 286 | 50 mm | Item 40.C.210 | 540 | M |
| 289 | 287 | 100 mm | Item 40.C.220 | 350 | M |
| 290 | 288 | Supply, fabrication, erection, installation of steel structural works of any type and shape such as cable raks, cable trays, push button control posts etc., as required job 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. | Item 40.C.230 | 1000 | KG |
| 291 | 289 | \"FLAME PROOF FITTINGS : Note: All equipment under this category shall be suitable for location in zone-I gas group IIA, IIB & IIC (Temp. class T3) area with a separate terminal box for incoming cable and a separate terminal box for out going cable (where applicable), apart from separate enclosure for each equipment including control gear etc. in IP 65 cast aluminium LM-6 certified enclosure. \" | Item 40.C.240 | ||
| 292 | 290 | \"FLP & WP JUNCTION BOX Supply, erection, installation, testing and commissioning of flameproof & weather proof junction box for providing cable termination of motor, including connection and termination of earthing wire and conduits etc., including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries complete as per drawings, specifications and direction of the Site Engineer, including the cost of all labour, tools, consumable materials etc., complete in all respect.\" | Item 40.C.250 | ||
| 293 | 291 | 4 way junction box with 4 cable entries (4 x 3/4\") at bottom & 20 nos. terminals. | Item 40.C.260 | 9 | EA |
| 294 | 292 | FLP/WP EXHAUST FANS : Flame proof, weather proof, single phase, 12\" exhaust fan, IP65, LM6 type EF1001 of FCG or equivalent alongwith supporting frame, bolts, louvers, flame proof motor, including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries, complete in all respects | Item 40.C.270 | 8 | EA |
| 295 | 293 | FLP/WP ROTARY SWITCH : Supply, installation, testing & commissioning of Flame proof weather proof ON/OFF Rotary Switch , IP65, LM6, including including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries etc., complete in all respects | Item 40.C.280 | 8 | EA |
| 296 | 294 | \"SHOCK TREATMENT CHART : Supply and installation of shock treatment chart framed in good quality glass in English / Hindi / Local Language).\" | Item 40.C.290 | 9 | EA |
| 297 | 295 | \"CAUTION BOARD : Supply and installation of vitreous enamel caution boards suitable for 440 V/11KV/6.6 KV as per IS 255 including fixing on the wall with all the required hardware etc. complete in English / Hindi/ Local Language.\" | Item 40.C.300 | 9 | EA |
| 298 | 296 | \"STAINLESS STEEL INSCRIPTION PLATE : 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, providing necessary holes 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.\" | Item 40.C.310 | 9 | EA |
| 299 | 297 | \"PLASTIC INSCRIPTION PLATE : Supply and installation of approved quality plastic name 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 holes 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.\" | Item 40.C.320 | 9 | EA |
| 300 | 298 | \"Point wiring Supplying, installation and testing with 1.5 Sq.mm stranded PVC insulated copper conductor wires for phase & neutral of 650V grade including earthing by providing 1.5 Sq.mm earth insulated continutity wire of copper in PVC conduit (Supply & installation of PVC conduit covered elsewhere in SOR) recessed on wall/ceiling/ false celing including supply & installation of switch boxes,junction boxes, pull boxes, bushes, screws, check nuts, bends, modular switches and sockets . The circuit wiring with 4 Sq.mm PVC copper wire from D.B. to switchboard as required is also in the scope of the contractor.\" | Item 40.C.330 | ||
| 301 | 299 | 1 light point controlled by 1 switch. | Item 40.C.340 | 5 | EA |
| 302 | 300 | 2 light points controlled by 1 switch | Item 40.C.350 | 100 | EA |
| 303 | 301 | 3 light points controlled by 1 switch | Item 40.C.360 | 2 | EA |
| 304 | 302 | 4 light points controlled by 1 switch | Item 40.C.370 | 2 | EA |
| 305 | 303 | Wiring with PVC insulated 2.5 sqmm copper conductor wire for fan points (1 fan point controlled by 1 modular switch) including providing space for electronic regulator in switch box , providing and fixing fan hook in the ceiling as per specifications and drawings. | Item 40.C.380 | 48 | EA |
| 306 | 304 | \"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 6 A modular socket and 10 A modular switch near the door or as as per specifications and drawings. The circuit wiring shall be with 4 sq. mm PVC copper wire from switchboard to 1st exhaust fan for multiple exhaust fans in one circuit. \" | Item 40.C.390 | 56 | EA |
| 307 | 305 | Wiring for 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 specifications and drawings | Item 40.C.400 | 32 | EA |
| 308 | 306 | \"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 conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 1.5 sq. mm copper conductor earthing insulated continuity wire, complete with providing and fixing of 5 pin 6A modular socket and 10 A modular switch (1 plug point per circuit) as per specifications and drawings. The circuit wiring shall be with 4 sq. mm PVC copper wire from switchboard to 1st plug point for multiple exhaust fans in one circuit. \" | Item 40.C.410 | 32 | EA |
| 309 | 307 | \"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 clad socket and plug, 20A MCB (Motor duty) housed in a 16 gauge M.S. Box \" | Item 40.C.420 | 1 | EA |
| 310 | 308 | \"Lighting Distribution Board / AC Distribution Board Supply , installation, testing and commissioning of TPN lighting / AC Distribution board of approved make as per appendix -1, 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 acrylic door as per specifications and drawings \" | Item 40.C.430 | ||
| 311 | 309 | \"Type III Distribution Board : 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 RCCB (Senstivity 100 mA) alongwith 3 numbers 63 A TPN MCB as per specification \" | Item 40.C.440 | 1 | EA |
| 312 | 310 | Type IV DIstribution Board : Double Door Translucent Euro DB of Havells or approved make as per appendix -1, having 100 A TPN Copper Bus bar, 1x63 A TPN MCB , 1x63 A RCCB (100 mA Sensitivity), 9x6A SP MCB & 6x20 A SP MCB as per specification | Item 40.C.450 | 8 | EA |
| 313 | 311 | Type V Distribution Board : 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 Sensitivity), 9x32 A SPN Motor duty MCB as per specification | Item 40.C.460 | 1 | EA |
| 314 | 312 | Critical Light DB : 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 | Item 40.C.470 | 1 | EA |
| 315 | 313 | Flush mounting Plug & Socket DB complete with 20 A SP MCB, with neutral link for incoming supply from portable DG set at independent MOV locations. | Item 40.C.480 | 8 | EA |
| 316 | 314 | \"Decorative Light fittings Supply, installation, connection, earthing and testing of the following fittings,including supply and installation of drop pipes, hooks, fittings, fixtures, nuts,bolts, supports, on walls, outlet box for regulators and all other required materials etc. as per specifications, drawings and directions of the Site Engineer including cost of all labour, tools, materials etc. complete in all respects.Make of the fittings can be the make mentioned in the respective SOR items or equivalent model from the approved make list given in the specifications.\" | Item 40.C.490 | ||
| 317 | 315 | LED light fittings with LEDs, Sereno LED-Suspended-SP824 P LED 30S-5000 GR OD or approved equivalent:Supply and fixing of surface mounted weather proof light SP824 P LED 42 W having 2950 lumens output fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation with LED of approved make. | Item 40.C.500 | 128 | EA |
| 318 | 316 | DN170C LED10S-6500 PSU WH:Supply and fixing of surface mounted weather proof light DN170C LED 15 W having 1000 lumens output fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation. | Item 40.C.510 | 16 | EA |
| 319 | 317 | WT550C LED35SCWPSU S1 PC:Supply and fixing of surface mounted weather proof light WT550C LED35SCWPSU S1 PC LED 42 W having 3500 lumens output fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation. | Item 40.C.520 | 1 | EA |
| 320 | 318 | BVP 410 LED 172 CW HE NB FG S3 XT: Supply and fixing of BVP410 LED 172 CWHE NB FG S3 XT LED 172 W having 17200 lumens output fitting of phillips or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation with LED of approved make. | Item 40.C.530 | 32 | EA |
| 321 | 319 | \"\"\"FLAME PROOF, 2X18 W LED TUBE LIGHT, SUITABLE FOR GAS GROUP IIA& IIB/IIC model LT 31240 of FCG/ EXFLO-240 of Baliga or equivalent alongwithdriver supporting frame, bolts, louvers, flame proof motor, including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries, complete in all respects \"\"\" \"\"\" | Item 40.C.540 | 32 | EA |
| 322 | 320 | Supply, installation, testing and commissioning of swan neck lighting pole of 100mm nominal Diameter B class MS pipe (Height of bottom of light fitting shall be 5 meters from FGL), having base Plate 200mmx200mmx5mm along with Flameproof and Weatherproof 2x18W LED well glass light fitting complete with lamp and builtin control gear and choke of approved make(Cat.No.WG/A/1234 of Sudhir Switchgears or equivalent approved make), including supply and installation of earthing conductor of 8 SWG GI wire, nuts, bolts, Neck portion of lighting pole shall made up be of 50mm diameter GI pipe(radius 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 include 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 copper PVC/XLPE insulated cable from JB to light fitting The job complete in all respects as per specifications, drawings and instructions of EIC / Site engineer. | Item 40.C.550 | 2 | EA |
| 323 | 321 | \"Supply & fixing of Ceiling fan with electronic regulator & other accessories and fittings etc. of or approved make as per appendix -1 with the following sweep size:- 56\"\" Sweep\" | Item 40.C.560 | 48 | EA |
| 324 | 322 | \"Exhaust fan Supply, installation, testing of single phase 230 V, industrial type heavy duty exhaust fan of GEC/Usha/Crompton Greaves or of approved make as per appendix -1 fitted/ provided with louvres, supports etc. including making the required opening on walls, fixing and connecting the wires etc. including earthing the body of the fan, making good the opening on the wall etc. complete as per specifications, drawings and direction of Site Engineer including the cost of all labour, tools, materials etc. complete.\" | Item 40.C.570 | ||
| 325 | 323 | 18\" Sweep | Item 40.C.580 | 48 | EA |
| 326 | 324 | 12\" Sweep | Item 40.C.590 | 8 | EA |
| 327 | 325 | \"PVC Conduit pipes Supply, installation, fixing in position, PVC conduit pipes, of ISI marked , in concrete, brick work etc. during or after construction by making grooves in the wall, ceiling etc. cutting threads and jointing the pipes with PVC couplers, providing necessary tees, bends, 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.\" | Item 40.C.600 | ||
| 328 | 326 | 19 mm | Item 40.C.610 | 2000 | M |
| 329 | 327 | 25 mm | Item 40.C.620 | 1000 | M |
| 330 | 328 | 32 mm | Item 40.C.630 | 1000 | M |
| 331 | 329 | Supplying and laying reinforced cement concrete light duty hume pipe, non pressure type (NP3), centrifugally cast conforming to I.S.458 with 1:3:6 concrete casing at joints as required with necessary slope including excavation, backfilling, supply of collars, jointing of pipes with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement: 2 fine sand), testing of joints, complete in all respects as per specifications, drawing and the direction of the EIC/Site Engineer. | Item 40.C.640 | ||
| 332 | 330 | 300 mm dia | Item 40.C.650 | 50 | M |
| 333 | 331 | 200 mm dia | Item 40.C.660 | 50 | M |
| 334 | 332 | \"Supply, installation and testing of Lightning arrestor on top of the MOV buiding or CP buiding for diverting lightning surges to the ground. The work shall include supply of 1.2 Meter long copper lightning arrestor with 5 spronged phenyl rod base plate etc. complete with necessary insulators including supply and fixing of 50 x 6 mm GI earthing strip of required length and connection to the main earthing grid . \" | Item 40.C.670 | 8 | EA |
| 335 | 333 | Supply , fixing and erection of Modular cable transit (MCT) for cable Entry to Building in proper frame including supply of Peelable type, spare block, stay plates, compression wedgs etc. with all accessories as per specification, considering 20 % minimum spare in each module, to be installed as per the instruction of Engineer in Charge/site engineer | Item 40.C.680 | ||
| 336 | 334 | Supply , fixing and erection of Modular cable transit (MCT) for cable Entry to Building in proper frame including supply of Peelable type, spare block, stay plates, compression wedgs etc. with all accessories as per specification, considering 20 % minimum spare in each module, to be installed as per the instruction of Engineer in Charge/site engineer | Item 40.C.690 | ||
| 337 | 335 | GALVANISED MILD STEEL frame- with Packing Space of min. 120 x240 mm with multi diameter Blocks and accessories with peeling off arrangement to adjust cable size from 3.5 MM to 99 MM outer dia . | Item 40.C.700 | 18 | EA |
| 338 | 336 | GALVANISED MILD STEEL frame -with Packing Space of minimum 120x180 mm with multi diameter Blocks and accessories with peeling off arrangement to adjust cable size from 3.5 MM to 99 MM outer dia . | Item 40.C.710 | 18 | EA |
| 339 | 337 | Installation, testing, commissioning charges of SPV based LED street light including supply of 5 m high GI pole (with suitable panel mounting arrangement) and associated civil foundation works complete in all respects | Item 40.C.720 | 53 | EA |
| 340 | 338 | 40 PCP WORKS | Item 40.D | ||
| 341 | 339 | Zinc Anode for grounding : Supply, Installation , testing and commisioning of Zinc anode (minimum 10 Kg each) including its tail cable of size of 1c x 25 sq.mm. XLPE/ PVC insulated stranded copper cable of total length 10 meter including PVC cap, special back-fill material ( filled in cotton sack) with sealing compound complete in all respect including its excavations, back filling etc. as per specifications and drawings. The work complete in all respect shall include supply of all labour , tools etc. and shall be carried out as per the directions of the Site Engineer / Engineer-in-Charge and as per AFC drawings. | Item 40.D.10 | ||
| 342 | 340 | Zinc Anode | Item 40.D.20 | 162 | EA |
| 343 | 341 | Supply & installation of Anode bed ( deep well type with MMO anodes) 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 length for connecting upto Anode junction box without any joints in between including 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 Anode junction box including erection and providing foundation of Anode Junction Box as per specifications inlcuding supply, excavation, backfill of earth etc. as per specification & also compacting the same with soil for restoring it to normal finished ground level all complete with all labour & material as per instruction 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. | Item 40.D.30 | ||
| 344 | 342 | Mainline CP & Station CP : Anode bed deep well type | Item 40.D.40 | 1 | LS |
| 345 | 343 | \"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 length for connecting upto Anode junction box without any joints in between including laying of PVC sleeve / trunk pipe & drawing all the lead wires through the pipe and connecting the same with Anode bus in Anode junction box including erection, providing foundations of Anode Junction Box, chain link fencing around anode junction box wherever required, as per specifications including supply of back fill material, excavation, backfill of earth and filling the sand with requisite back fill material as per specification & also compacting the same with soil for restoring it to normal finished ground level all complete with all labour and material as per instruction of Site Engineer / Engineer-in-Charge, Specifications and approved drawings. Note : Each Anode bed means anode bed at each location irrespective of number of anode strings required.\" | Item 40.D.50 | ||
| 346 | 344 | Mainline CP : Anode bed shallow type | Item 40.D.60 | 1 | LS |
| 347 | 345 | \"Cable Marker Supply, erection and installation of MS cable markers; including excavation,installation of the markers,cement concrete grouting, back-filling etc. required as per drawings, specifications and directions of the Site Engineer,including the cost of all materials, labour,tools etc. complete in all respects as per the directions of Site Engineer / Engineer-in-Charge.\" | Item 40.D.70 | ||
| 348 | 346 | Cable marker | Item 40.D.80 | 50 | EA |
| 349 | 347 | Supply & installation of GSM based digital data logger of approved make for remote monitoring of PSP, alongwith supply and installation of permanent reference cell of approved make with tail cable (10 m), including making all connections, all labour and materials as per specification and approved design. | Item 40.D.90 | ||
| 350 | 348 | Data logger | Item 40.D.100 | 2 | EA |
| 351 | 349 | Test Lead Point : Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricated MS Sheet (Thickness : 3 mm top/side/rear/front & 5 mm : Bottom plates) with hinged front door, Heavy Guage MS pipe 100 mm nominal diameter, Phenolic laminated terminal plate, brass terminal 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 work includes providing requisite concrete foundation of 600 mm x 600 mm x 800 mm at site, including MS hard pipe for cable entry through foundation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazing technique), repairing the damage to coat & wrap (with coating repair etc.), back filling the trenches, cleaning the site, applying epoxy paint / powder coating etc. The work also includes supply, installation, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes supply and fixing of a non-corrosive name plate containing the details like KM location, identification, TLP No., direction of flow, connection scheme, type etc., on the side of the TLP box, etc. The name plate shall also include the details of corrosion coupon wherever installed, all as per the direction and specification detailed in the document complete with tools, tackles & other necessary requirement. The work complete in all respects including all materials, tools, tackles, labour as per tender specifications, AFC drawings & directions of the Site Engineer/Engineer-In-Charge. | Item 40.D.110 | ||
| 352 | 350 | Type A (With Ingress Protection IP:55) | Item 40.D.120 | 203 | EA |
| 353 | 351 | TLP type \"A\" , flame proof & weather proof as per specifications and drawing (With inbuilt provision of Voltmeter & pushbutton for PSP Measurment) | Item 40.D.130 | 4 | EA |
| 354 | 352 | Type B (With Ingress Protection IP:55) | Item 40.D.140 | 47 | EA |
| 355 | 353 | Type C (With Ingress Protection IP:55) | Item 40.D.150 | 1 | EA |
| 356 | 354 | Type D (With Ingress Protection IP:55) | Item 40.D.160 | 1 | EA |
| 357 | 355 | Type E (With Ingress Protection IP:55) | Item 40.D.170 | 1 | EA |
| 358 | 356 | Type DAC (With Ingress Protection IP:55) | Item 40.D.180 | 40 | EA |
| 359 | 357 | Type DMV (With Ingress Protection IP:55) | Item 40.D.190 | 1 | EA |
| 360 | 358 | Flameproof Type E (With Ingress Protection IP:55) - with inbuilt provision of Voltmeter and Pushbutton for PSP Measurment. | Item 40.D.200 | 2 | EA |
| 361 | 359 | Flameproof Type DMV (With Ingress Protection IP:55) - with inbuilt provision of Voltmeter and Pushbutton for PSP Measurment. | Item 40.D.210 | 1 | EA |
| 362 | 360 | \"The job at each TLP of type DMV at stations for protection of Valve locations shall include Supply, installation, testing and commissioning of the following: A. TLP of type DMV shall be flameproof Ex#d casted from Aluminium alloy LM6 duly approved by PESO and weatherproof as per certified and approved drawing for flameproof junction box having all connection facilities as per latest revision of drawing 9200-99900-404-601-02 (STD-481) and 9200-99900-404-603-00 : (STD-483), Heavy Gauge MS pipe 100 mm nominal diameter, Phenolic laminated terminal plate, brass terminal stud bolts, neoprene gasket for front door, vandal proof concealed lock, The work includes excavation and providing requisite concrete foundation of 600 mm x 600 mm x 800 mm at site, including MS hard pipe for cable entry through foundation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazing technique), repairing the damage to coat & wrap (with coating repair etc.), back filling the trenches, cleaning the site, applying epoxy paint / powder coating etc. The work also includes supply, installation, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes supply and fixing of a non-corrosive name plate containing the details like KM location, identification, TLP No., direction of flow, connection scheme, type etc., on the side of the TLP box, etc. The name plate shall also include the details of corrosion coupon wherever installed, all as per the direction and specification detailed in the document complete with tools, tackles & other necessary requirement. Flameproof & weatherproof DMV type TLP shall house solid state diode decoupling device and Zinc anodes shall be used for grounding as detailed below. B. Zinc anodes (minimum 10 Kg each) including its tail cable of size of 1c x 25 sq.mm. XLPE/ PVC insulated stranded copper cable of total length 10 meter including PVC cap, special back-fill material ( filled in cotton sack) with sealing compound complete in all respect including its excavations, back filling etc. as per specifications and drawings. Number of zinc anodes shall be such that earth resistance value of up to 5 Ohm is obtained. C. Solid State Diode Decoupling Device of approved make including required length of cable as per specifications for protection of MOVs and at HT line crossing locations including terminating the cables in the TLP box with cable lugs, sealing material, laying of cable 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. Connection scheme for the above mentioned item shall be as per latest revision of standard drawing no.: 9200-99900-404-601-02 (STD-481). Flameproof certificate from PESO shall be submitted for the flameproof & weather proof TLP for the item.\" | Item 40.D.220 | ||
| 363 | 361 | Flameproof Type DMV with inbuilt provision of Voltmeter & pushbutton for PSP Measurment (With Ingress Protection IP:55) | Item 40.D.230 | 10 | EA |
| 364 | 362 | \"The job at each TLP of type DAC/DMV for protection from AC interference or for protection at Valve locations shall include supply, installation, testing and commissioning of the following; A. TLP type DAC/ DMV fabricated of MS Sheet (Thickness : 3 mm top/side/rear/front & 5 mm : Bottom plates) with hinged front door, Heavy Gauge MS pipe 100 mm nominal diameter, Phenolic laminated terminal plate, brass terminal stud bolts, neoprene gasket for front door, vandal proof concealed lock, etc as per latest revision of 9200-99900-404-601-02 (STD-481) and Standard AFC drawing 9200-99900-404-603-00 : (STD-483). The work includes excavation and providing requisite concrete foundation of 600 mm x 600 mm x 800 mm at site, including MS hard pipe for cable entry through foundation, erection of the TLP over concrete foundation, termination of cables to the brass terminal stud bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazing technique), repairing the damage to pipe coating (with coating repair etc.), backfilling the cable trenches, clearing and cleaning the site, applying epoxy paint / powder coating etc. The work also includes supply, installation, laying & termination of all XLPE, Cu cable required for the job (as per site conditions) and including lugs etc. The work includes supply and fixing of a non-corrosive name plate containing the details like KM location, identification, TLP No., direction of flow, connection scheme, type etc., on the front side of the TLP box, etc. The name plate shall also include the details of corrosion coupon wherever installed, all as per the direction and specification detailed in the document complete with tools, tackles & other necessary requirement. DAC/DMV type TLP shall house solid state decoupling device and Zinc anodes shall be used for grounding as detailed below. B. Zinc anodes (minimum 10 Kg each) including its tail cable of size of 1c x 25 sq.mm. XLPE/ PVC insulated stranded copper cable of total length 10 meter for each anode including PVC cap, special back-fill material ( filled in cotton sack) with sealing compound complete in all respect including its excavations, back filling etc. as per specifications and drawings. Number of zinc anodes shall be such that earth resistance value of up to 5 Ohm is obtained. Zinc anodes shall be connected to the TLP through weather proof junction box/ boxes. C. Solid State Diode Decoupling Device of approved make including required length of cable as per specifications for protection of MOVs and at HT line crossing locations of voltage level 66 KV or above including terminating the cables in the TLP box with cable lugs, sealing material, laying of cable, etc. The job shall be complete in all respects including all required materials, tools, consumables, labour as per work specifications, engineering document & direction of the Site Engineer/Engineer-In-Charge. Connection scheme for the above mentioned item shall be as per latest revision of standard drawing no.: 9200-99900-404-601-02 (STD-481).\" | Item 40.D.240 | ||
| 365 | 363 | Type DAC (With Ingress Protection IP:55) | Item 40.D.250 | 1 | EA |
| 366 | 364 | 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 the 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 all respect. All as per the direction and specification detailed in the document complete with tools, tackles & other necessary requirement for preparation of the coupon. The work complete in all respect shall include supply of all labour, tools etc complete as per the directions of the Site Engineer and as per drawing no. 9200-99900-404-601-01 & 9200-99900-404-607-01. | Item 40.D.260 | ||
| 367 | 365 | Corrosion Coupons | Item 40.D.270 | 94 | EA |
| 368 | 366 | SUPPLY- NON ITC | Item 00050 | ||
| 369 | 367 | 10 MECHANICAL | Item 50.A | ||
| 370 | 368 | Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. | Item 50.A.10 | ||
| 371 | 369 | 300# | Item 50.A.20 | ||
| 372 | 370 | 1\" SWMG ANSI 300# | Item 50.A.30 | 20 | EA |
| 373 | 371 | 600# | Item 50.A.40 | ||
| 374 | 372 | 18\" SWMG ANSI 600# | Item 50.A.50 | 12 | EA |
| 375 | 373 | 16\" SWMG ANSI 600# | Item 50.A.60 | 12 | EA |
| 376 | 374 | 12\" SWMG ANSI 600# | Item 50.A.70 | 12 | EA |
| 377 | 375 | 8\" SWMG ANSI 600# | Item 50.A.80 | 16 | EA |
| 378 | 376 | 4\" SWMG ANSI 600# | Item 50.A.90 | 110 | EA |
| 379 | 377 | 2\" SWMG ANSI 600# | Item 50.A.100 | 152 | EA |
| 380 | 378 | 1\" SWMG ANSI 600# | Item 50.A.110 | 40 | EA |
| 381 | 379 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. | Item 50.A.120 | ||
| 382 | 380 | 300# | Item 50.A.130 | ||
| 383 | 381 | Fasteners for Flanges 1\" x 300# (0.625 | Item 50.A.140 | 36 | EA |
| 384 | 382 | 600# | Item 50.A.150 | ||
| 385 | 383 | Fasteners for Flanges 18\" x 600# (1.60 | Item 50.A.160 | 140 | EA |
| 386 | 384 | Fasteners for Flanges 18\" x 600# (1.60 | Item 50.A.170 | 50 | EA |
| 387 | 385 | Fasteners for Flanges 16\" x 600# (1.50 | Item 50.A.180 | 150 | EA |
| 388 | 386 | Fasteners for Flanges 16\" x 600# (1.50 | Item 50.A.190 | 44 | EA |
| 389 | 387 | Fasteners for Flanges 12\" x 600# ( 1.2 | Item 50.A.200 | 50 | EA |
| 390 | 388 | Fasteners for Flanges 12\" x 600# (1.250 | Item 50.A.210 | 172 | EA |
| 391 | 389 | Fasteners for Flanges 8\" x 600# (1.125\" | Item 50.A.220 | 60 | EA |
| 392 | 390 | Fasteners for Flanges 4\" x 600# ( 0.87 | Item 50.A.230 | 26 | EA |
| 393 | 391 | Fasteners for Flanges 4\" x 600# (0.875\" | Item 50.A.240 | 404 | EA |
| 394 | 392 | Fasteners for Flanges 2\" x 600# (0.625\" | Item 50.A.250 | 1000 | EA |
| 395 | 393 | Fasteners for Flanges 1\" x 600# (0.625\" | Item 50.A.260 | 60 | EA |
| 396 | 394 | Supply and delivery of Steel Flanges at | Item 50.A.270 | ||
| 397 | 395 | WNRF | Item 50.A.280 | ||
| 398 | 396 | 3\", WNRF FLANGE, ANSI - 300# (B 16.5)-A | Item 50.A.290 | 10 | EA |
| 399 | 397 | 2\", WNRF FLANGE, ANSI - 300# (B 16.5)-A | Item 50.A.300 | 15 | EA |
| 400 | 398 | 1\", WNRF FLANGE, ANSI - 300# (B 16.5)-A | Item 50.A.310 | 15 | EA |
| 401 | 399 | 600# | Item 50.A.320 | ||
| 402 | 400 | 18\", WNRF FLANGE, ANSI - 600# (B 16.5) | Item 50.A.330 | 8 | EA |
| 403 | 401 | 16\", WNRF FLANGE, ANSI - 600# (B 16.5) | Item 50.A.340 | 8 | EA |
| 404 | 402 | 12\", WNRF FLANGE, ANSI - 600# (B 16.5) | Item 50.A.350 | 8 | EA |
| 405 | 403 | 8\", WNRF FLANGE, ANSI - 600# (B 16.5) | Item 50.A.360 | 6 | EA |
| 406 | 404 | 4\", WNRF FLANGE, ANSI - 600# (B 16.5) | Item 50.A.370 | 65 | EA |
| 407 | 405 | 2\", WNRF FLANGE, ANSI - 600# (B 16.5) | Item 50.A.380 | 84 | EA |
| 408 | 406 | 1\", WNRF FLANGE, ANSI - 600# (B 16.5) | Item 50.A.390 | 16 | EA |
| 409 | 407 | BLRF | Item 50.A.400 | ||
| 410 | 408 | 300# | Item 50.A.410 | ||
| 411 | 409 | 3\", BLRF FLANGE, ANSI - 300# (B 16.5)-A | Item 50.A.420 | 10 | EA |
| 412 | 410 | 2\", BLRF FLANGE, ANSI - 300# (B 16.5)-A | Item 50.A.430 | 10 | EA |
| 413 | 411 | 1\", BLRF FLANGE,ANSI - 300# (B 16.5)-AS | Item 50.A.440 | 10 | EA |
| 414 | 412 | 600# | Item 50.A.450 | ||
| 415 | 413 | 4\", BLRF FLANGE, ANSI - 600# (B 16.5) | Item 50.A.460 | 16 | EA |
| 416 | 414 | 3\", BLRF FLANGE, ANSI - 600# (B 16.5) | Item 50.A.470 | 5 | EA |
| 417 | 415 | 2\", BLRF FLANGE, ANSI - 600# (B 16.5) | Item 50.A.480 | 72 | EA |
| 418 | 416 | SPECTACLE BLINDS:Supply and delivery of | Item 50.A.490 | ||
| 419 | 417 | 600# | Item 50.A.500 | ||
| 420 | 418 | 18\" Spectacle Blind 600# F/F A/G - ASTM | Item 50.A.510 | 2 | EA |
| 421 | 419 | 16\" Spectacle Blind 600# F/F A/G - ASTM | Item 50.A.520 | 3 | EA |
| 422 | 420 | 12\" Spectacle Blind 600# F/F A/G - ASTM | Item 50.A.530 | 2 | EA |
| 423 | 421 | 4\" Spectacle Blind 600# F/F A/G - ASTM | Item 50.A.540 | 12 | EA |
| 424 | 422 | 2\" Spectacle Blind 600# F/F A/G - ASTM | Item 50.A.550 | 6 | EA |
| 425 | 423 | 1\" Spectacle Blind 600# F/F A/G - ASTM | Item 50.A.560 | 2 | EA |
| 426 | 424 | Supply and delivery of pipe fittings at | Item 50.A.570 | ||
| 427 | 425 | Un Equal Tee | Item 50.A.580 | ||
| 428 | 426 | 600# | Item 50.A.590 | ||
| 429 | 427 | 18\"x16\" 600# (Cross bar) Unequal Tee | Item 50.A.600 | 2 | EA |
| 430 | 428 | 16\"x12\"x600# Unequal tee | Item 50.A.610 | 2 | EA |
| 431 | 429 | 16\"x8\"x600# Unequal tee | Item 50.A.620 | 2 | EA |
| 432 | 430 | 4\"x2\" 600# Unequal Tee | Item 50.A.630 | 46 | EA |
| 433 | 431 | Equal Tee | Item 50.A.640 | ||
| 434 | 432 | 600# | Item 50.A.650 | ||
| 435 | 433 | 4\" 600# Equal Tee | Item 50.A.660 | 40 | EA |
| 436 | 434 | Elbow-90 deg LR Bends | Item 50.A.670 | ||
| 437 | 435 | 300# | Item 50.A.680 | ||
| 438 | 436 | 3\" 300# 90 deg LR Bend | Item 50.A.690 | 15 | EA |
| 439 | 437 | 2\" 300# 90 deg LR Bend | Item 50.A.700 | 20 | EA |
| 440 | 438 | 1\" 300# 90 deg LR Bend | Item 50.A.710 | 20 | EA |
| 441 | 439 | 600# | Item 50.A.720 | ||
| 442 | 440 | 16\" x 600# LR Elbow 90 deg Bends | Item 50.A.730 | 9 | EA |
| 443 | 441 | 12\" ANSI 600# 90 deg LR Bends | Item 50.A.740 | 8 | EA |
| 444 | 442 | 8\" ANSI 600# 90 deg LR Bends | Item 50.A.750 | 5 | EA |
| 445 | 443 | 4\" ANSI 600# 90 deg LR Bends | Item 50.A.760 | 58 | EA |
| 446 | 444 | 2\" ANSI 600# 90 deg LR Bends | Item 50.A.770 | 6 | EA |
| 447 | 445 | 1\" ANSI 600# 90 deg LR Bends | Item 50.A.780 | 10 | EA |
| 448 | 446 | Half coupling & Nipple | Item 50.A.790 | ||
| 449 | 447 | 1\" size 3000 lbs St. NIPPLE | Item 50.A.800 | 20 | EA |
| 450 | 448 | 1\" 3000 lbsHALF COUPLING | Item 50.A.810 | 20 | EA |
| 451 | 449 | 1X3/4\" size 3000 lbs Reducer Nipple | Item 50.A.820 | 20 | EA |
| 452 | 450 | Weld-o-let | Item 50.A.830 | ||
| 453 | 451 | 600# | Item 50.A.840 | ||
| 454 | 452 | 18\"x4\"x600# Weld-o-let | Item 50.A.850 | 25 | EA |
| 455 | 453 | 18\"x2\"x600# Weld-o-let | Item 50.A.860 | 30 | EA |
| 456 | 454 | Supply of ASTM A333 Gr.B pipes | Item 50.A.870 | ||
| 457 | 455 | 4.50\" OD x 0.237\" WT ASTM A 333 Gr. 6 PI | Item 50.A.880 | 210 | M |
| 458 | 456 | 3.5\" OD x 0.216\" WT ASTM A 333 Gr. 6 PIP | Item 50.A.890 | 40 | M |
| 459 | 457 | 2.375\" OD x 0.218\" WT ASTM A 333 Gr. 6 P | Item 50.A.900 | 120 | M |
| 460 | 458 | 1.315\" OD x 0.179\" WT ASTM A 333 Gr. 6 P | Item 50.A.910 | 40 | M |
| 461 | 459 | Supply of IS: 3589, Gr. Fe 410 pipes wit | Item 50.A.920 | ||
| 462 | 460 | 12.75\" OD x 0.25\" WT IS:3589 FE410 Pipe | Item 50.A.930 | 50 | M |
| 463 | 461 | 8.625\" ODx 0.250\" WT IS3589 FE410 Pipe | Item 50.A.940 | 20 | M |
| 464 | 462 | specifications from approved vendors in | Item 50.A.950 | ||
| 465 | 463 | Globe Valves (HOV): | Item 50.A.960 | ||
| 466 | 464 | 600# | Item 50.A.970 | ||
| 467 | 465 | 12\",600#,F/F, A/G | Item 50.A.980 | 2 | EA |
| 468 | 466 | 4\",600#,F/F, A/G | Item 50.A.990 | 24 | EA |
| 469 | 467 | 2\"x ANSI 600# F/F BS-1873 GLOBE Valve | Item 50.A.1000 | 4 | EA |
| 470 | 468 | 1\"x ANSI 800# F/F BS-1873 GLOBE Valve | Item 50.A.1010 | 10 | EA |
| 471 | 469 | Thermal relief valve | Item 50.A.1020 | ||
| 472 | 470 | 1\" x 1\" 600# x 300# F/F | Item 50.A.1030 | 8 | EA |
| 473 | 471 | F/F Monitor/hydrant | Item 50.A.1040 | ||
| 474 | 472 | High Volume Long Range Foam Monitor 750 | Item 50.A.1050 | 1 | EA |
| 475 | 473 | FIRE FIGHTING EQUIPMENT: Supply and | Item 50.A.1060 | ||
| 476 | 474 | 25 kg DCP Extinguisher | Item 50.A.1070 | 1 | EA |
| 477 | 475 | 9 kg DCP Extinguisher | Item 50.A.1080 | 2 | EA |
| 478 | 476 | 4.5 kg CO2 Extinguisher | Item 50.A.1090 | 1 | EA |
| 479 | 477 | 2.5 kg clean agent extinguishers IS 1568 | Item 50.A.1100 | 1 | EA |
| 480 | 478 | Corrosion Coupon: Supply of TOR Fitting | Item 50.A.1110 | ||
| 481 | 479 | TOR fitting complete with Caps, Plugs, O | Item 50.A.1120 | 2 | EA |
| 482 | 480 | RETRACTABLE CORROSION COUPON HOLDER, 12\" | Item 50.A.1130 | 2 | EA |
| 483 | 481 | Supply and delivery of API 6D Ball valv | Item 50.A.1140 | ||
| 484 | 482 | 4\" W/W ANSI 600# A/G, API 6D BALL VALVE | Item 50.A.1150 | 2 | EA |
| 485 | 483 | 4\" W/W ANSI 600# U/G Extended stem, API | Item 50.A.1160 | 22 | EA |
| 486 | 484 | 4\" F/F ANSI 600# A/G, API 6D BALL VALVE | Item 50.A.1170 | 32 | EA |
| 487 | 485 | 2\" W/W ANSI 600# A/G, API 6D BALL VALVE | Item 50.A.1180 | 4 | EA |
| 488 | 486 | 2\" F/F ANSI 600# A/G, API 6D BALL VALVE | Item 50.A.1190 | 4 | EA |
| 489 | 487 | 1\" W/W ANSI 800# A/G, BALL VALVE- BS 535 | Item 50.A.1200 | 25 | EA |
| 490 | 488 | SUPPLY- ITC | Item 00060 | ||
| 491 | 489 | 10 INSTRUMENTATION WORKS | Item 60.A | ||
| 492 | 490 | Supply of Pressure Indicators (PI) of the range 0 - 100 kg/cm2 as per the technical specifications attached in the Tender. (Majhegram-6, Spare-1) | Item 60.A.10 | 7 | EA |
| 493 | 491 | FLP/ WP Junction Box, Type C including FLP/WP double compression type glands and plugs, as per tender specifications. (Bottom entries: 1 No. 1 ¼' NPT (suitable for 40CX1.5sqmm) and 1 No. 1\" NPT (suitable for 12CX1.5sqmm) Left side entries: 1 no. 1\" NPT (suitable for 12CX1.5sqmm) & 3 nos. ½\" NPT (suitable for 4CX1.5sqmm) Right side entries: 2 nos. 1\" NPT (suitable for 12CX1.5sqmm) & 2 nos. ½\" NPT (suitable for 4CX1.5 sqmm) (Majhegram-3, Spare-1) | Item 60.A.20 | 4 | EA |
| 494 | 492 | FLP/ WP Junction Box, Type D including FLP/WP double compression type glands and plugs, as per tender specifications. (Bottom entries: 1 No. 1\" NPT (suitable for 12CX1.5sqmm) Left side entries: 3 nos. ½\" NPT (suitable for 4CX1.5sqmm) Right side entries: 3 nos. ½\" NPT (suitable for 4CX1.5 sqmm) (Majhegram-3, Spare-1) | Item 60.A.30 | 4 | EA |
| 495 | 493 | FLP/ WP Emergency Shut Down Push Button Switch (with 2 nos. cable entry provision of 1/2\" NPT) with steel hammer chained with main unit. (Majhegram-1, Spare-1) | Item 60.A.40 | 2 | EA |
| 496 | 494 | Supply of cable glands - flame proof and weather proof including EP/WO certificates Glands suitable for 40C X 1.5sqmm cables. (Majhegram-10) | Item 60.A.50 | 10 | EA |
| 497 | 495 | Glands suitable for 12C X 1.5sqmm cables. (Majhegram-20) | Item 60.A.60 | 20 | EA |
| 498 | 496 | Glands suitable for 4CX1.5 sqmm control cables. (Majhegram-20) | Item 60.A.70 | 20 | EA |
| 499 | 497 | Plugs 5/4\" (MAJHEGRAM-10) | Item 60.A.80 | 10 | EA |
| 500 | 498 | Plugs 1\" (MAJHEGRAM-10) | Item 60.A.90 | 10 | EA |
| 501 | 499 | Plugs 1/2\" (MAJHEGRAM-10) | Item 60.A.100 | 10 | EA |
| 502 | 500 | Reducers 1\" to 1/2\" ((MAJHEGRAM-5) | Item 60.A.110 | 5 | EA |
| 503 | 501 | Reducers 1\" to 3/4\" MAJHEGRAM-5 | Item 60.A.120 | 5 | EA |
| 504 | 502 | 20 ELECTRICAL | Item 60.B | ||
| 505 | 503 | SAFETY EQUIPMENT Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge | Item 60.B.10 | ||
| 506 | 504 | RUBBER HAND GLOVES : Rubber hand gloves suitable for 11/6.6 KV operation with ISI mark. | Item 60.B.20 | 9 | SET |
| 507 | 505 | Supply and installation of 11/6.6 KV Discharge Rod | Item 60.B.30 | 9 | SET |
| 508 | 506 | \"INSULATING MATS: Supply & installation of 2000 mm X 1000 mm and of thickness as mentioned below, approved quality insulating Elastomer mats as per specifications.\" | Item 60.B.40 | ||
| 509 | 507 | Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2 mm (Class A) | Item 60.B.50 | 64 | EA |
| 510 | 508 | Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2.5 mm (Class B) | Item 60.B.60 | 1 | EA |
| 511 | 509 | Supply of fully charged CO2 fire extinguishers as per specifications (4.5 kg capacity as per IS: 2878 latest) | Item 60.B.70 | 8 | EA |
| 512 | 510 | Supply of fully charged CO2 fire extinguishers as per specifications (2 kg capacity as per IS: 2878 latest) | Item 60.B.80 | 8 | EA |
| 513 | 511 | Supply of fire buckets mounted on stand | Item 60.B.90 | 8 | EA |
| 514 | 512 | Supply of SPV based LED street light (panel, battery, LED) - Su-Kam Sunway LI5 (40W) GSM or equivalent (refer technical specifications) at site approved by EIC and complete in all respects | Item 60.B.100 | 53 | EA |
| 515 | 513 | \"The flameproof (Ex'd) and weatherproof (Minimum IP-65) Distribution Boards (with Spares) made up of Cast Alluminium Alloy LM-6 with 125 A, TPN busbar, 01 no. 100 Ampere, 4 Pole MCCB suitable for termination of cable of size up to 3.5Cx50 sqmm, Aluminium Armoured cable. 01 additional spare entry suitable for 3.5CX50sqmm cable size shall be provided, which shall be plugged with flameproof and weatherproof entry plug. 09 Nos. 32A, 3 Pole MCBs suitable for termination of 3C x 10 sq .mm., Armoured cable Breaking capacity of MCB shall be 10 kA for 1 Sec and shall be C-curve application suitable for motor duty. It shall be certified for application in Zone-I, Gas Group IIA & IIB, Temp class T3 and shall be of approved make as mentioned in the technical specifications. The item includes suply of flame proof double compression cable glands of nickel plated brass material for each cable entry 01 no. for cable entry of size up to 3.5C x 50 sq.mm., 02 no for 3.5 C x 25 Sq mm cable, 09 no. for 3Cx10 sqmm, Aluminium armoured cable. Cable dimensions shall be provided at drawings approval stage. Supply shall be as per technical specifications of flameproof DB attached with supply specifications.\" | Item 60.B.110 | 4 | EA |
| 516 | 514 | 30 PCP WORKS | Item 60.C | ||
| 517 | 515 | \"PERMANENT CATHODIC PROTECTION SYSTEM Supply of materials/equipments as given below complete in all respects, as per the specification as detailed in the tender document including transportation to site and storing :\" | Item 60.C.10 | ||
| 518 | 516 | Supply of Solid State Diode Decoupling Device of approved make including required length of cable as per specifications for protection of MOVs and at HT line crossing locations | Item 60.C.20 | ||
| 519 | 517 | Solid State Decoupling Device | Item 60.C.30 | 44 | EA |
| 520 | 518 | Supply of Zn Grounding cells ( with prepackaged backfill material) including required length of cable (minimum 10 m) of approved make & as per specification in accordance with dwg no. 9200-99900-404-611-00 | Item 60.C.40 | ||
| 521 | 519 | Grounding Cells | Item 60.C.50 | 2 | EA |
| 522 | 520 | Supply of Surge Arrestors of approved make including required length of cable & as per specifications for protection of insulating couplings | Item 60.C.60 | ||
| 523 | 521 | Surge Arrestor/ Surge Diverter | Item 60.C.70 | 2 | EA |
| 524 | 522 | Supply of Cathodic Protection unit of approved make, complete in all respects as given in the specification with all its accessories to ensure trouble free operation | Item 60.C.80 | ||
| 525 | 523 | 230 V AC Operated automatic type Cathodic Protection Transformer Rectifier (CPTR) unit of rating 25 V,25 A DC with SCADA linkage facility as per specifications | Item 60.C.90 | 1 | EA |
| 526 | 524 | 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 with with DC-DC converter & SCADA linkage facility as per specifications | Item 60.C.100 | 1 | EA |
| 527 | 525 | ACDB Panel:Supply of ACDB Panel as per technical specifications | Item 60.C.110 | 8 | EA |
| 528 | 526 | 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. | Item 60.C.120 | ||
| 529 | 527 | Junction Box having IP-55 degree of protection | Item 60.C.130 | 2 | EA |
| 530 | 528 | Flame proof & Weather proof junction Box of approved make conforming to drg 9200-99900-404-606-00. | Item 60.C.140 | 2 | EA |
| 531 | 529 | Supply of wall mounted DC distribution board of approved make in IP-42 ingress protection for power supply to CP equipments as given in technical specifications | Item 60.C.150 | ||
| 532 | 530 | DC distribution board with one incomer, 100 A DP MCB & outgoing feeders 1x63A DP MCB & 2x32 A DP MCB | Item 60.C.160 | 1 | EA |
| 533 | 531 | Supply of XLPE insulated , PVC sheathed cable, 1100 v grade conforming to IS: 7098 (P-1) as per specifications and approved make | Item 60.C.170 | ||
| 534 | 532 | Copper Cable size 1cx50 sq. mm Armoured | Item 60.C.180 | 100 | M |
| 535 | 533 | Copper Cable size 1cx35 sq. mm Armoured | Item 60.C.190 | 400 | M |
| 536 | 534 | Copper Cable size 1cx25 sq.mm Armoured | Item 60.C.200 | 100 | M |
| 537 | 535 | Copper Cable size 2cx6 sq.mm Armoured | Item 60.C.210 | 600 | M |
| 538 | 536 | Copper Cable size 2cx25 sq.mm Armoured | Item 60.C.220 | 100 | M |
| 539 | 537 | Copper Cable size 2cx70 sq.mm Armoured | Item 60.C.230 | 100 | M |
| 540 | 538 | Copper Cable size 2P X 1.5 Sqmm. Armoured | Item 60.C.240 | 200 | M |
| 541 | 539 | Supply of Cu- Cuso4 permanent Half cell with minimum 10 m length of tail cable, as per specifications of approved make | Item 60.C.250 | 6 | EA |
| 542 | 540 | SERVICES- NON ITC | Item 00070 | ||
| 543 | 541 | 10 MECHANICAL | Item 70.A | ||
| 544 | 542 | Above Ground Equipments Installation: Taking delivery of equipments, shifting / transporting within station premises, placing on pre-constructed foundations, assembling together all sub-assemblies, levelling, alignment, grouting, cleaning and flushing by water, draining, checking, testing, dressing and making good of the foundation and completing the work in all respects in accordance with the relevant drawings, manufacturer's installation instructions, specifications and instructions of Site Engineer / EIC. | Item 70.A.10 | ||
| 545 | 543 | 18\"X22\" x 600# Scrapper Launching/Receiving Barrel (1 No, 2 MT approx) | Item 70.A.20 | 2 | EA |
| 546 | 544 | INSULATING COUPLING | Item 70.A.30 | ||
| 547 | 545 | 18\" x 600# Insulating Coupling | Item 70.A.40 | 2 | EA |
| 548 | 546 | 4\" x 600# Insulating Coupling | Item 70.A.50 | 20 | EA |
| 549 | 547 | Above ground piping: Taking delivery of pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, fabrication and erection of 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, 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, cleaning by card board blasting, 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 70.A.60 | ||
| 550 | 548 | 16\" OD x 0.375\" WT APL 5L | Item 70.A.70 | 100 | M |
| 551 | 549 | 14\" OD x 0.375\"WT API 5L Pipe | Item 70.A.80 | 30 | M |
| 552 | 550 | 12.75\" OD x 0.375\" WT APL 5L | Item 70.A.90 | 50 | M |
| 553 | 551 | 10.75\" OD x 0.365\" APL 5L | Item 70.A.100 | 50 | M |
| 554 | 552 | 8.625\" OD x 0.322\" / 0.375\" / 0.438\" WT | Item 70.A.110 | 100 | M |
| 555 | 553 | 4.5\" OD x 0.237\"WT ASTM A 106 Gr B/A333 | Item 70.A.120 | 290 | M |
| 556 | 554 | 3.5\" OD x 0.216\"WT ASTM A 106 Gr B /A333 | Item 70.A.130 | 20 | M |
| 557 | 555 | 2.375\" OD x 0.218\"WT ASTM A 106 Gr B /A3 | Item 70.A.140 | 160 | M |
| 558 | 556 | 1.315\" OD x 0.179\"WT ASTM A 106 Gr B /A | Item 70.A.150 | 42 | M |
| 559 | 557 | Above ground piping for Fire Water Services: Taking delivery of pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, fabrication and erection of 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, 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 disposal 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).The scope shall also include blast cleaning of internal surface of pipes conforming to SSPC SP-10, followed by application of 2-pack cold cured Isophthalic polyster acrylic co-polymer glass flake filled with coating of thickness 1000 Microns and completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. | Item 70.A.160 | ||
| 560 | 558 | 12.75\" ODx 0.250\" WT IS3589 FE410 Pipe | Item 70.A.170 | 20 | M |
| 561 | 559 | 8.625\" ODx 0.250\" WT IS3589 FE410 Pipe | Item 70.A.180 | 20 | M |
| 562 | 560 | 4.5\" ODx 0.237\" WT ASTM A 106 Gr B Pipe | Item 70.A.190 | 80 | M |
| 563 | 561 | Under ground piping:(Process Piping) Taking delivery of pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparation, bending, threading, lining up and welding, excavating, trenching in all kind of soil to specific depths as indicated in drawings and installing pipes and all types of pipe fittings like flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, drain funnels, vent pipe and tapping for instrument such as pessure gauges, thermal relief valves, thermowells etc., underground at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc., cleaning the material surface by sandblast cleaning, coating and wrapping the pipes/pipe fittings with coaltar base tape coating material (including the supply of coating tape, precoat material 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 to the specified pressure, draining the water, tie-in, back filling, restoration of site final cleaning up and disposal of water and surpluses, providing all inputs such as labour, materials equipment and consumable necessary to perform the work (other than those specifically undertaken to be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of the Site Engineer / EIC. | Item 70.A.200 | ||
| 564 | 562 | 16\" OD x 0.375\"/0.438\"WT APL 5L -U/G | Item 70.A.210 | 50 | M |
| 565 | 563 | 8.625\" OD x 0.322\" / 0.375\" / 0.438\" WT | Item 70.A.220 | 10 | M |
| 566 | 564 | 4.5\" OD x 0.237\"WT ASTM A 106 Gr B/A333 | Item 70.A.230 | 50 | M |
| 567 | 565 | 2.375\" OD x 0.218\"WT ASTM A 106 Gr B/A33 | Item 70.A.240 | 50 | M |
| 568 | 566 | Under ground piping for Fire Water Services: Taking delivery of pipes(PU coated and bare Pipes), pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparation, bending, threading, lining up and welding, excavating, trenching in all kind of soil to specific depths as indicated in drawings and installing pipes and all types of pipe fittings like flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, drain funnels, vent pipe and tapping for instrument such as pessure gauges, thermal relief valves, thermowells etc., underground at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc. and applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane, with approved materials,Equipment etc, holiday detection of the coating, cleaning of coated pipes by water flushing after cleaning by compresed air,hydrostatic testing of each section to the specified pressure, draining the water, tie-in, back filling, restoration of site final cleaning up and disposal of water and surpluses, providing all inputs such as labour, materials equipment and consumable necessary to perform the work (other than those specifically undertaken to be supplied by the owner under the contract) The scope shall also include blast cleaning of internal surface of pipes conforming to SSPC SP-10, followed by application of 2-pack cold cured Isophthalic polyster acrylic co-polymer glass flake filled with coating of thickness 1000 Microns and completing the work in all respects in accordance with the drawings, specifications and instructions of the Site Engineer / EIC. Note:- Charges for applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane for exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc shall be paid under separate SOR Item. | Item 70.A.250 | ||
| 569 | 567 | 12.75\" ODx 0.250\" WT IS3589 FE410 Pipe U | Item 70.A.260 | 20 | M |
| 570 | 568 | 8.625\" ODx 0.250\" WT IS3589 FE410 Pipe U | Item 70.A.270 | 20 | M |
| 571 | 569 | Installation of Valves:( Process Piping) Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the same to site, 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. | Item 70.A.280 | ||
| 572 | 570 | 18\"x ANSI 600# MOV W/W API 6D Ball Valve | Item 70.A.290 | 10 | EA |
| 573 | 571 | 18\"x ANSI 600# MOV F/F API 6D Ball Valve | Item 70.A.300 | 2 | EA |
| 574 | 572 | 18\"x ANSI 600# HOV F/F API 6D Ball Valve | Item 70.A.310 | 2 | EA |
| 575 | 573 | 16\"x ANSI 600# MOV F/F API 6D Ball Valve | Item 70.A.320 | 3 | EA |
| 576 | 574 | 12\"x ANSI 600# MOV F/F API 6D Ball Valve | Item 70.A.330 | 2 | EA |
| 577 | 575 | 8\"x ANSI 600# MOV F/F API 6D Ball Valve | Item 70.A.340 | 1 | EA |
| 578 | 576 | 4\"x ANSI 600# HOV W/W API 6D Ball Valve | Item 70.A.350 | 18 | EA |
| 579 | 577 | 4\"x ANSI 600# HOV F/F API 6D Ball Valve | Item 70.A.360 | 32 | EA |
| 580 | 578 | 2\"x ANSI 600# HOV F/F API 6D Ball Valve | Item 70.A.370 | 62 | EA |
| 581 | 579 | 2\"x ANSI 600# HOV W/W API 6D Ball/Ball V | Item 70.A.380 | 22 | EA |
| 582 | 580 | 1\"x ANSI 600# HOV F/F BS 5351 BALL VALVE | Item 70.A.390 | 25 | EA |
| 583 | 581 | API 6D Swing check valve | Item 70.A.400 | ||
| 584 | 582 | 16\" x 600#, API 6D SWING CHECK VALVE, F/ | Item 70.A.410 | 1 | EA |
| 585 | 583 | GLOBE VALVE | Item 70.A.420 | ||
| 586 | 584 | 12\"x ANSI 600 # F/F BS-1873 GLOBE Valve | Item 70.A.430 | 2 | EA |
| 587 | 585 | 4\"x ANSI 600# F/F BS-1873/BS EN ISO 1576 | Item 70.A.440 | 22 | EA |
| 588 | 586 | 2\"x ANSI 600# F/F BS-1873 GLOBE Valve | Item 70.A.450 | 2 | EA |
| 589 | 587 | 1\"x ANSI 800# W/W BS-1873/BS EN ISO 1576 | Item 70.A.460 | 10 | EA |
| 590 | 588 | THERMAL/PRESSURE RELIEF VALVE | Item 70.A.470 | ||
| 591 | 589 | 1\" X 1\" Thermal Relief Valve F/F ANSI | Item 70.A.480 | 6 | EA |
| 592 | 590 | Installation of Valves:( FIRE WATER PIPING) Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the same to site, 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. | Item 70.A.490 | ||
| 593 | 591 | 12\"x ANSI 150 # HOV F/F API 600 Gate Val | Item 70.A.500 | 2 | EA |
| 594 | 592 | HYDRANTS & MONITOR | Item 70.A.510 | ||
| 595 | 593 | High Volume Long Range Foam Monitor 750 | Item 70.A.520 | 1 | EA |
| 596 | 594 | Radiographic Inspection: Inspection of welding by radiographic method on all types of piping including processing of 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 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) Digitization of all films to be carried out. | Item 70.A.530 | ||
| 597 | 595 | 18\" NB Joints | Item 70.A.540 | 30 | EA |
| 598 | 596 | 16\" NB Pipe Joints | Item 70.A.550 | 24 | EA |
| 599 | 597 | 12\" NB Pipe Joints | Item 70.A.560 | 20 | EA |
| 600 | 598 | 8\" NB Pipe Joints | Item 70.A.570 | 8 | EA |
| 601 | 599 | 4\" NB Pipe Joints | Item 70.A.580 | 248 | EA |
| 602 | 600 | 2\" NB Pipe Joints | Item 70.A.590 | 80 | EA |
| 603 | 601 | 1\" NB Pipe Joints | Item 70.A.600 | 100 | EA |
| 604 | 602 | 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 work in all respect as per drawings, instruction of the Site Engineer / EIC. | Item 70.A.610 | 5 | TON |
| 605 | 603 | 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 ALL STATIONS VIZ.Majhergram T point and AND 8 SV STATIONS | Item 70.A.620 | 1 | LS |
| 606 | 604 | SERVICES- ITC | Item 00080 | ||
| 607 | 605 | 10 INSTRUMENTATION WORKS | Item 80.A | ||
| 608 | 606 | Installation, testing and commissioning of Pressure Indicator (PI) of various ratings as per directions of Engineer in-charge/ Site engineer and Drawings (Majhegram-4 ) | Item 80.A.10 | 4 | EA |
| 609 | 607 | As built documentation for all stations viz. Majhegram, SV locations covering a) Control /signalling cable layout drawings, b) Cable trench details, c) Cable marker 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 | Item 80.A.20 | 1 | SET |
| 610 | 608 | 20 TELECOM WORKS | Item 80.B | ||
| 611 | 609 | Dismantling and re-installation of electronic perimeter fencing on roof top of existing SV buildings to facilitate extension of building including all the required tools, tackles, installation materials for electronic perimeter fence system. Tender scope of work and drawing to be referred. | Item 80.B.10 | 8 | LS |
| 612 | 610 | 30 ELECTRICAL | Item 80.C | ||
| 613 | 611 | CABLE TRENCH: Excavation in unpaved areas of earth in work sites 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 all labour and materials complete as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 80.C.10 | 1975 | M3 |
| 614 | 612 | WBM ROAD / CONCRETE BREAKING : WBM Road/concrete breaking for cable trenches including required shoring strutting etc., and repairing of the road/dyke to original condition and disposing off excess materials (within the work site) job complete in all respects including the cost of labour, tools, materials, load, lift hire charges of equipments, if any, complete as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 80.C.20 | 60 | M3 |
| 615 | 613 | \"Cable Laying Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in trays, in protective pipes, poles,columns, in conduits, in panels and on structures etc.;including the supply and installation of all required materials such as fixing clamps ,screws, cable straps, tags etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths as per drawings, specification and directions of Site Engineer / Engineer-in-Charge\" | Item 80.C.30 | ||
| 616 | 614 | Power cables LT : OD upto 20 mm | Item 80.C.40 | 5600 | M |
| 617 | 615 | Power cables LT : OD above 20 mm and upto 40 mm | Item 80.C.50 | 3900 | M |
| 618 | 616 | Control cables (T&I) : OD upto 20 mm | Item 80.C.60 | 3150 | M |
| 619 | 617 | Control cables (T&I) : OD above 20 mm and upto 30 mm | Item 80.C.70 | 2360 | M |
| 620 | 618 | Control cables (T&I) : OD above 30 mm and upto 40 mm | Item 80.C.80 | 600 | M |
| 621 | 619 | Disconnection, Sealing with waterproof cable end cover and coiling it neatly for placing in cable trench below, of incoming and outgoing cables from the panels and equipments. | Item 80.C.90 | ||
| 622 | 620 | a) 2/3/4/5/6C upto 95 sqmm | Item 80.C.100 | 5 | M |
| 623 | 621 | b) 2/3/4/C from 95 upto 400 sqmm | Item 80.C.110 | 3 | M |
| 624 | 622 | 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 the thermistor, installing the controller in LT panel, earthing the motor frame, armour etc. as per the drawings, erection manuals, and as per directions of Site Engineer. Job complete in all respects including the cost of supplying and installation of all the required FLP/WP cable glands, reducers, adapeters, end lugs, GI earthing wire / strips, labour, tools, materials, etc., as required in all respects for all types of motors/heaters/thermistors/actuators etc. | Item 80.C.120 | ||
| 625 | 623 | Capacity above 1 KW and upto 2.5 KW | Item 80.C.130 | 1 | EA |
| 626 | 624 | Capacity above 2.5 KW but upto 7.5 KW | Item 80.C.140 | 19 | EA |
| 627 | 625 | Capacity above 7.5 KW but upto 50 KW | Item 80.C.150 | 1 | EA |
| 628 | 626 | \"LT Panel: Erection, installation including within site transportation, testing and commissioning of 415 V , owner supplied power-control- centres, motor control centres , soft starters, APFC panel etc. assembling as required, installation on the already made foundation channels, aligning, levelling, grouting, assembling, making all the inter connections /outgoing/incoming power & control cable/ bus duct connection including making holes for cable entries as required as per drawing, specifications and directions of the Site Engineer/Engineer-in-Charge including cost of all materials, tools labour etc. complete in all respect including termination of all power , control cables, installation of thermistor controller, internal wiring, earthing of LT panels, supply of cable glands etc.complete as per cable schedule, drawings etc. \" | Item 80.C.160 | ||
| 629 | 627 | Weight of unit upto and including 100 Kg | Item 80.C.170 | 100 | KG |
| 630 | 628 | \"Weight of unit above 100 kg but upto and including 500 kg \" | Item 80.C.180 | 100 | KG |
| 631 | 629 | \"Weight of unit above 500 kg but upto and including 1000 kg \" | Item 80.C.190 | 4000 | KG |
| 632 | 630 | \"Weight of unit above 1000 kg but upto and including 3000 kg \" | Item 80.C.200 | 1000 | KG |
| 633 | 631 | \"FLP & WP Distribution Board Erection, installation including within site transportation, testing and commissioning of 415 V , Flameproof distribution boards (FLP-DB) under scope of supply of bidder, assembling as required, installation on the already made foundation channels, aligning, levelling, grouting, assembling, making all the inter connections /outgoing/incoming power & control cable/ bus duct connection including making holes for cable entries as required as per drawing, specifications and directions of the Site Engineer/Engineer-in-Charge including cost of all materials, tools labour etc. complete in all respect including termination of all power , control cables, installation of thermistor controller, internal wiring, earthing of FLP-DB panels, supply of cable glands etc.complete as per cable schedule, drawings etc.\" | Item 80.C.210 | 2000 | KG |
| 634 | 632 | Erection, Installation,Testing & Commissioning of the 20/30 m high mast tower with the help of suitable tools and plants, wiring of luminaires 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 & installation of luminaries & aviation lights, lightning finial, all accessories, cables, etc., erection, foundation casting & grouting of FLP feeder pillar, end connection termination & laying of Owner supplied cable from feeder pillar to base compartment of high mast complete with all materials and labour as per instruction of Site Engineer/EIC. Earthing works for High Mast tower including construction of earth pits to be operated in relevant separate item. | Item 80.C.220 | 9 | EA |
| 635 | 633 | 40 PCP WORKS | Item 80.D | ||
| 636 | 634 | 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, backfilling etc. as per specification and directions of Site Engineer/ Engineer-in-Charge. | Item 80.D.10 | ||
| 637 | 635 | Solid State Decoupling Device | Item 80.D.20 | 44 | EA |
| 638 | 636 | Installation of grounding cells including terminating the cables in the TLP box with cable lugs, sealing material, laying of cable, testing & commissioning of grounding cell etc. all complete with required material, excavation, backfilling etc. as per specification and directions of Site Engineer / Engineer-in-Charge. | Item 80.D.30 | ||
| 639 | 637 | Gounding Cell | Item 80.D.40 | 2 | EA |
| 640 | 638 | Installation of surge arrestors including terminating the cables, laying of cable, testing & commissioning of surge arrestors etc. all complete with required material, excavation, backfilling etc. as per specification and directions of Site Engineer / Engineer-in-Charge. | Item 80.D.50 | ||
| 641 | 639 | Surge Arrestor/ Surge Diverter | Item 80.D.60 | 2 | EA |
| 642 | 640 | Installation of permanent half cells including connecting the cable in the TLP etc. with cable lugs, sealing material, laying of cable, testing & commissioning of cell etc. all complete with required material, excavation, backfilling etc. as per specifications, recommendation of cell supplier and directions of Site Engineer / Engineer-in-Charge. | Item 80.D.70 | ||
| 643 | 641 | Permanent half cell | Item 80.D.80 | 6 | EA |
| 644 | 642 | Conducting \" Coating-Resistance Survey\" for calculation of effective coating resistance of the pipeline 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 copy as per Specification / approved procedure and directions of Site Engineer / Engineer-in-Charge. | Item 80.D.90 | ||
| 645 | 643 | Coating Resistance Survey | Item 80.D.100 | 94 | KM |
| 646 | 644 | Conducting Close Interval ON/OFF Potential Logging Survey at an interval of 1 m over the buried line 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 approved procedures identification of areas/locations where coating repair is required alongwith suggestion for remedial measures etc. including the submission of draft reports in 2 sets and incorporation of owner's comments in the draft report and final reports in 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 and directions of Site Engineer / Engineer-in-Charge. | Item 80.D.110 | ||
| 647 | 645 | Close Interval ON/OFF Potential logging survey | Item 80.D.120 | 94 | KM |
| 648 | 646 | \"Conducting Direct Current Voltage Gradient Survey over the buried line to identify / pin point the coating defects 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 approved procedures, identification of areas/locations where coating repair is required alongwith suggestion for remedial measures etc. including the submission of draft reports in 2 sets and incorporation of owner's comments in the draft report and final reports in 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 contractor, who will arrange to repair the defects.\" | Item 80.D.130 | ||
| 649 | 647 | Direct Current Voltage Gradient Survey | Item 80.D.140 | 94 | KM |
| 650 | 648 | Conducting \"Soil Resistivity Survey\" at anode bed location after ascertaining its suitablity with respect to the existing system , for installation of Anode Bed (deep / shallow / distributed), as per the specification, approved procedures and instructions of Site Engineer / Engineer-in-Charge. | Item 80.D.150 | ||
| 651 | 649 | Soil Resitivity Survey | Item 80.D.160 | 2 | EA |
| 652 | 650 | \"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 the pipeline alignment as per approved procedure. The work shall be completed in all respects including survey recommending mitigation measures & post mitigation survey. The work includes all tools, tackles, consumables etc. all complete, required for survey / test as deemed necessary 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. The data to be submitted for each such TLP alongwith coloured graph and recommendations.\" | Item 80.D.170 | ||
| 653 | 651 | AC interference survey | Item 80.D.180 | 94 | KM |
| 654 | 652 | Conducting Mututal Interference Survey among the new and existing pipelines / facilities(foreign) by taking PSP survey of all the pipelines as per approved procedure to determine level of interference at different places along the pipeline and at point of crossing in common ROW including identifying points and providing the data/ record in graphical form and carrying out all necessary work for mitigating the interference observed among the pipelines , including retesting the same to ensure efficacy of the remedial measures undertaken.The contractor shall submit a full final report with detailed PSP readings at all TLPs along with graphs in six sets.The item should be complete in all respect including survey, work for mitigating the interference and post mitigating survey as per specifications/directions of site engineer / Engineer-in-Charge. | Item 80.D.190 | ||
| 655 | 653 | Mutual Interference Survey | Item 80.D.200 | 94 | KM |
| 656 | 654 | \"Cathodic Protection Units 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 sqmm Cu. conductor XLPE insulated Armoured Cable) from DCDB to CPPSM unit / laying and connecting the 1100 V Grade power cable (owner provided 1 run of 3Cx10 sqmm Al. conductor XLPE insulated Armoured Cable) from ACDB to CPTR unit, 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 settings as required and testing the pipeline section for full cathodic protection for entire stretch. The job complete in all respect shall include cost of all labour, tools as per specifications and directions of the Site Engineer / Engineer-in-Charge. \" | Item 80.D.210 | ||
| 657 | 655 | 230 V AC operated auto type Cathodic Protection Transformer Rectifier (CPTR) unit of rating 25 V 25 A DC with SCADA linking facility | Item 80.D.220 | 1 | EA |
| 658 | 656 | 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 with with DC-DC converter & SCADA linkage facility as per specifications | Item 80.D.230 | 1 | EA |
| 659 | 657 | Installation, testing and commissioning of Free Standing Floor mounted ACDB Panel as 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 / Engineer-in-charge. | Item 80.D.240 | ||
| 660 | 658 | ACDB Panel | Item 80.D.250 | 8 | EA |
| 661 | 659 | \"Erection, Installation, Connecting, testing and commissioning of 25/20/15 KVA three/single phase 415V/240V Silent Emergency DG with PLC based AMF panel, Lead Acid 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 supply and installation of all the required power and control cable upto AMF Panel, cable end lugs, cable glands,GI/Copper earthing wire/strip, acoustic enclosure etc.including all labour, tools, consumable etc. It may be noted that all works related to foundation is included in the contractor's scope of work. ( The POL for the DG set commissioning & trial run shall be arranged by the owner, free of cost) Note : Main LT power cable from DG set to ACDB panel shall be provided by the Owner.\" | Item 80.D.260 | ||
| 662 | 660 | 25/20/15 KVA DG Set | Item 80.D.270 | 7 | EA |
| 663 | 661 | Installation and commissioning of wall m | Item 80.D.280 | ||
| 664 | 662 | DC distribution board | Item 80.D.290 | 1 | EA |
| 665 | 663 | Laying of anode header / cathode / reference cell cables at a minimum depth of 1 meter and connection to the CP unit / pipeline / half cell etc. The work includes excavation, installation, supply of all required materials such as sealing materials, lugs, PVC sleeve, repair materials etc., and carrying out all works such as exposing pipe, coating repair, cad welding / pin brazing, backfilling etc.,; in all types of strata and soil (including rock) by making the trench, back filling the trench, cable terminations, work complete in all respects including cost of all labour, material, tools etc. as per specification and instruction of Site Engineer / Engineer-In-Charge and approved drawings. | Item 80.D.300 | ||
| 666 | 664 | 1cx50 sq. mm | Item 80.D.310 | 100 | M |
| 667 | 665 | 1cx35 sq. mm | Item 80.D.320 | 400 | M |
| 668 | 666 | 1cx25 sq. mm | Item 80.D.330 | 100 | M |
| 669 | 667 | 2cx6 sq. mm | Item 80.D.340 | 600 | M |
| 670 | 668 | 2P X 1.5 Sqmm. | Item 80.D.350 | 200 | M |
| 671 | 669 | Measuring, recording and submitting the cathodic protection readings along the entire pipeline by repeated adjustments of the settings of the CPTR/CPPSM units etc as per specifications for achieving full/maximum protection of all the stretches as per the criteria of protection mentioned in the specifications. Measuring the relevant readings at the cathodic protection stations and \"pipe to soil potential\" readings at all the test lead locations along the pipeline including the CP station parameters like current(AC/DC), voltage(AC/DC),circuit resistance ,battery voltage/current etc.,preparing and submitting pipe to soil potential profile, graphs and other data pertaining to the cathodic protection of the pipeline,job complete in all respects as per specification and instructions of Site Engineer / Engineer-in-Charge, including cost of all labour, instruments and services rendered. | Item 80.D.360 | ||
| 672 | 670 | CP Readings | Item 80.D.370 | 94 | KM |
| 673 | 671 | \"Final Commisioning of CP system Final Commissioning of the impressed current cathodic protection system for the mainline for achieving full protection as per protection criteria as mentioned in the specifictions through repeated adjustments of the CP units after installation of galvanic anodes for hot spot protection and mitigation of AC/ DC interference, if any and submission of the resultant data to the owner and testing, measuring, recording and submitting all these data once again 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.\" | Item 80.D.380 | ||
| 674 | 672 | Commissioning | Item 80.D.390 | 1 | LS |
| 675 | 673 | 50 TCP WORKS | Item 80.E | ||
| 676 | 674 | Pipe to Soil potential Readings : 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 and other relevant data pertaining to the cathodic protection of the pipeline, including cost of all labour, instruments and services rendered. The readings shall be furnished as per the specifications and as per the directions of the Site Engineer/Engineer-in-Charge. | Item 80.E.10 | ||
| 677 | 675 | PSP Readings | Item 80.E.20 | 1 | LS |
| 678 | 676 | Conducting Pearson Survey over the buried line 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, identification of areas/locations where coating repair is required alongwith suggestion for remedial measures etc. including the submission of draft reports in 2 sets and incorporation of owner's comments in the draft report and final reports in 6 sets including one reproducible containing the survey results in the graphical as well as tabular forms computerised colour print and complete in all respects. | Item 80.E.30 | 94 | KM |
| 679 | 677 | TCP System Engineering Document : Prepare & Submit Engineering Document including detail engineering & drawings for TCP system and other documentations as mentioned in the specification and as per direction of Site Engineer / Engineer-in-Charge. The work includes submission of final document after approval in requisite sets. | Item 80.E.40 | ||
| 680 | 678 | Engineering Document/ Technical report | Item 80.E.50 | 1 | LS |
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