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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 23-06-2020 | Addendum-06 | Date | 06-07-2020 |
| 2 | 15-06-2020 | Addendum-05 | Date | 22-06-2020 |
| 3 | 26-05-2020 | Addendum-04 | Date | 15-06-2020 |
| 4 | 23-05-2020 | Addendum-03 | Technical Bid | 28-05-2020 |
| 5 | 15-05-2020 | Addendum-02 | Date | 28-05-2020 |
| Name of Work:Laying 18”/16”/12.75”/10.75”/8.625” OD, 1108 KM (Approx.) Cross Country LPG Pipeline from MP/ UP border to IOCL Gorakhpur under Kandla Gorakhpur LPG Pipeline Project: Group-12: MP/ UP Border (approx. Ch. 181 Km Ex-BPCL Bhopal) to BPCL Jhansi (approx. Ch. 323 Km Ex-BPCL Bhopal) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | KGPL Mainline Laying -Group 12 Part 1 UP | Item 00010 | ||
| 2 | 2 | \"MAINLINE LAYING WORKS: 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:\n# 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 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.,\n# Clearing and grading of ROW/ pipeline coridor, cutting of trees, vegetation etc. including keeping record of trees cut, including de-watering etc.,\n# Stringing of pipes along ROW including providing straw bags/ soft padding (in Rocky areas requiring blasting for preparation of trench, pipes shall be strung after the blasting operation and clearing of trench and instructions of Site Engineer/ Engineer-in-Charge),\n# 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 replacement of this material on top of the backfilled ditch (in cultivable and other areas specially designated by Owner),\n# Carrying out repair of pipe & coating defects for defects occuring 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,\n# Aligning, bending, lining up, cutting and bevelling (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,\n# Carrying out 100% radiographic inspection of all field weld joints in each Mainline Spread, Crossings and other specific locations as per Specifications and Special Conditions of Contract (SCC) (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) 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.,\n | Item 10.10 | ||
| 3 | 3 | # 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,\n# Installation of hot-pulled bends at required locations in mainline (bends to be fabricated from Owner-supplied bare pipes) including cutting, bevelling, fitment, coating the bare bend pipe with approved cold-applied tape coat / PU coating etc.,\n# Carrying out holiday detection, at specified voltage level corresponding to coating type and as per specifications, and repair of coating, if any,\n# Laying pipeline by open-cut method at crossings viz., cart-track, metalled/ un-metalled roads, minor water courses (MWC), (except crossings identified as \"Cased\", \"Submerged\" & \"HDD\" crossings and \"Marshy areas\") and restoration of the site to original condition including performance of additional works for strengthening of banks of water courses etc.,\n# 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,\n# 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,\n# All tie-ins, including tieing-in with HDD sections under this tender,\n# Final clean-up and restoration of ROW/ construction corridor, field bunds etc. and obtaining NOC from statutory authorities as required, disposal of debris and returning surplus material to designated disposal areas/ storage location, as directed by Engineer-in-Charge, restoration of land, facilities and boundary wall etc. for facilities dismantled/ damaged by Contractor during construction, obtaining work permits/ NOC from various authorities having jurisdiction before execution of work and complying with all stipulations/ conditions/ recommendation of the said authorities, obtaining NOC from respective land owners in respect of final restoration of their land etc.,\n# Preparation of as-built drawings, pipe book and other records as per specifications etc.,\n# 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 \n# All other acts, deeds, matters and things necessary to make the pipeline ready for commissioning and completing the works, including drone survey in all respects as per drawings, specifications and instructions of Site Engineer/ Engineer-in-Charge. | Item 10.10.1 | ||
| 4 | 4 | 18\" OD | Item 10.20 | 136320 | M |
| 5 | 5 | CASED CROSSING WITH OFC DUCT: Laying cased crossings, by auger boring & jacking method, using casing pipes and 3LPE coated carrier pipes, according to drawings, specification(s) and providing all works, labour, inputs and materials/ consumables necessary to perform and complete the works in all respect in accordance with the contract, including collecting the pipes and other Owner-supplied materials from Owner’s issue point and loading, transporting them to site, setting out the works, aligning and welding the casing and carrier pipes, 100% radiography of weld joints of carrier pipes, field joint coating, holiday detection & repair of coating, applying atleast 2(two) coats of bitumastic paint over coat of suitable primer over casing pipe and two component epoxy coating for internal surface of casing pipe, excavating/ trenching and/or boring in all kinds of soil, including rocky strata if any, inserting the casing pipe into the bore, pre-hydrostatic testing of the carrier pipe and replacement / rectification of defects / pipes, installation of approved type of insulators throughout the cased section on the carrier pipe, carefully inserting the carrier pipe inside casing pipe by jacking/ pushing method, taking care not to damage the insulators, sealing the ends of the casing pipe with approved heat shrinkable wraparound type end seal, fixing of vent pipes at the ends of the casing pipe, priming and applying two coats of coal-tar based epoxy paint on underground portion of vent pipes, measuring final resistance between carrier pipe and casing, and doing preparation work necessary to produce correct resistance, applying one coat of primer and two coats of epoxy paint to all exposed and overground fittings & piping, proper compaction of backfill below carrier pipe at either ends, independently supporting the carrier pipe outside each end of the casing pipe by suitable RCC supports with neoprene rubber sheet below the carrier pipe, and strengthening with sand bags and proper compaction of earth below pipe, to prevent differential settlement of carrier pipe and damage to insulators, final clean-up and restoration of the site and disposal of wastes and surplus in accordance with the contract and supply of all materials (other than those specifically undertaken to be supplied by the Owner under contract) necessary for or in the performance of the work or for temporary or permanent incorporation in the works, and all other acts, matters and things necessary to make the pipeline ready for commissioning in all respect, as per directions of Site Engineer/ Engineer-in-Charge.\" | Item 10.30 | ||
| 6 | 6 | 18\" OD | Item 10.40 | 156 | M |
| 7 | 7 | SUBMERGED CROSSING: 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, 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 testing (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. | Item 10.50 | ||
| 8 | 8 | 18\" OD | Item 10.60 | 1060 | M |
| 9 | 9 | LAYING PIPELINE IN MARSHY AREA: Laying pre-coated pipes in Marshy areas with concrete sheathing including providing all equipment, works,labour, inputs and materials/consumable necessary to perform and complete the work in all respects, submission of construction procedure for Owner's approval, arranging the required additional land for construction purpose, preparation of site including dewatering, aligning, bending, lining up and welding the pipe, 100% radiographic inspection of weld joints, coating of field weld joints, holiday detection and repair of coating, hydrotesting testing and replacement of pipes/ defects, excavation of the trench to required depth in all kinds of soil and conditions including rock trenching and maintenance of trench in all kinds of soil including rocky strata, if any, and laying of the pipeline in approved trench, backfilling and final clean-up, stabilisation of the excavated banks, disposal of waste and surplus in accordance with the contract, and supply of materials (other than those specifically undertaken to be supplied by the Owner under the contract) necessary for or in the performance of the work or 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. | Item 10.70 | ||
| 10 | 10 | 18\" OD | Item 10.80 | 50 | M |
| 11 | 11 | CONCRETE SHEATHING: Providing & Laying Concrete sheathing on the carrier pipe i.e., continuous concrete coating (mix 1:1.5:3) of 50 mm thick 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. | Item 10.90 | ||
| 12 | 12 | 18\" OD | Item 10.100 | 410 | M |
| 13 | 13 | ROCK TRENCHING: Extra for rock trenching for Mainline laying as classified by the Engineer-in-Charge and performed by pneumatic tools or by drilling and blasting or by chiselling out including cost of all equipment, materials, labour, consumables & inputs to complete the work (excluding sand padding around mainline pipe which shall be paid separately) as per specifications, approved procedure and instructions of Engineer-in-Charge. | Item 10.110 | 171500 | CUM |
| 14 | 14 | SAND PADDING (IN HARD ROCKY AREA): Supplying, providing and filling fine sand in trenches in hard rocky stretches (excluding additional 150mm deep rock trenching) around mainline pipe for providing a minimum padding thickness of 150mm on top as well as at bottom of the mainline pipe. | Item 10.120 | ||
| 15 | 15 | 18\" OD | Item 10.130 | 44570 | M |
| 16 | 16 | 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). | Item 10.140 | ||
| 17 | 17 | 18\" OD | Item 10.150 | 1000 | M |
| 18 | 18 | SAND PADDING (IN OTHER AREAS): Supplying, providing and filling fine sand 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 10.160 | ||
| 19 | 19 | 18\" OD | Item 10.170 | 500 | M |
| 20 | 20 | ROCK SHIELD: Supplying & providing approved type of extruded polyethylene mesh (rock shield) on mainline pipe to protect the coating against rocky soil including supply of all inputs such as labour, materials, consumables etc. necessary to perform and complete the work in all respects in accordance with the specifications, manufacturer's recommendation and instructions of Site Engineer / Engineer-in-Charge. | Item 10.180 | ||
| 21 | 21 | 18\" OD | Item 10.190 | 89130 | M |
| 22 | 22 | 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 10.200 | ||
| 23 | 23 | KILOMETER POST | Item 10.210 | 140 | EA |
| 24 | 24 | DIRECTION MARKER | Item 10.220 | 740 | EA |
| 25 | 25 | WARNING SIGN | Item 10.230 | 500 | EA |
| 26 | 26 | Providing and installing RCC (1:1.5:3) boundary pillars as per drawings on both edges of the ROW at 250 metres interval and at every turning point and/or as directed, including supply of all materials necessary for the fabrication of the pillars, casting and inscr ibing the pillars, excavation of earth, fixing the pillars & backfilling, applying two coats of oil paint over one coat of cement ba sed primer on exposed surface and work, labour, inputs & materials/ consumables necessary to perform and complete the work in all re spect under the contract and as per directions of Site Engineer. | Item 10.240 | 1220 | EA |
| 27 | 27 | 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 10.250 | ||
| 28 | 28 | 18\" OD | Item 10.260 | 140 | KM |
| 29 | 29 | 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 10.270 | ||
| 30 | 30 | 18\" OD | Item 10.280 | 140 | KM |
| 31 | 31 | ELECTRONIC GEOMETRY PIGGING/CALLIPER SURVEY (EGP) Mobilisation/ demobilisation of pigging tools, tackles, consumables, accessories and personnel by contractor at work site including magnetic pig, electronic geometry pig, pig tracking device, preparation and cleaning of the complete mainline / Mainline sections including HDD sections under this tender (but excluding HDD crossings not included under the scope of this tender and to be executed by separate agency) by running series of pigs for cleaning the line from debris, water & making it dry for launching calliper pigs, running of magnetic pig for cleaning of ferrous residue, launching and receiving the electronic & standard calliper pigs, including pig tracking at 5 to 10 km interval, data retrieval, interpretation of data and submission of reports in the form acceptable to the Owner, including rectification of defects observed from calliper survey, including supply of all labour, materials, equipment & instruments, calliper pigs, fabrication of launching & receiving barrels, all complete for ascertaining the geometry of the pipeline. | Item 10.290 | ||
| 32 | 32 | 18\" OD | Item 10.300 | 140 | KM |
| 33 | 33 | INSTALLATION OF SECTIONALIZING VALVE: 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 10.310 | ||
| 34 | 34 | 18\" OD | Item 10.320 | 10 | EA |
| 35 | 35 | TIEING-IN AND HOOK-UP WITH HDD SECTIONS (OPTIONAL): Carrying out tieing-in and hook-up with the HDD sections of pipeline on either side of the HDD pipe section, including excavation/ trenching in all kinds of soil including rock, cutting of pipe, making field bends out of pre-tested pipes to match the site requirement, welding, carrying out 100% radiography, field joint coating, holiday detection, repair of damaged coating, backfilling and making through the pipeline etc. complete in all respects | Item 10.330 | ||
| 36 | 36 | 18\" OD | Item 10.340 | 5 | EA |
| 37 | 37 | FABRICATION OF HOT PULL INDUCTION 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 10.350 | ||
| 38 | 38 | 18\" OD | Item 10.360 | 25 | EA |
| 39 | 39 | COMMISSIONING ASSISTANCE FOR LPG PIPELINES: Supply of all materials, consumables, providing all equipment & resources for the complete activity of commissioning of Liquid Petroleum Gas Pipeline (LPG) including Mainline and Stations with proper pressurization of mainline and station piping with Nitrogen, batch pigging followed by vaporized LPG and effective line fill by pressurization of line fill LPG as per approved procedure and Specification requirement including providing expert services for vetting of commissioning procedure and presence of expert to guide & monitor the complete commissioning activities, providing all supervisory/expert services, other manpower and all resources for the execution of the complete service meeting with international practices and standards, observing all statutory and other governing rules & standards in all respect and as per the approved scheme and guidance/direction of Engineer - in - Charge. i) The offer shall be inclusive of supply of nitrogen, pig train, all consumables, taxes, duties as applicable and excluding GST. ii) IOCL's responsibility shall be limited to arrangement of a) Fire tender b) Ambulance c) Water supply d) Providing LPG in tanker truck and subsequently lining up of the pipeline system for LPG line fill. | Item 10.370 | ||
| 40 | 40 | 18\" OD | Item 10.380 | 140 | KM |
| 41 | 41 | SOFT SOIL PADDING (IN HARD ROCK AREA): Supplying, providing and filling Soft Soil in trenches in hard rocky stretches (excluding additional 150mm deep rock trenching) around mainline pipe for providing a minimum padding thickness of 150mm on top as well as at bottom of the mainline pipe. Padding materials shall be graded soil containing no gravel, rock, or lumps of hard soil. The graded soil for padding shall pass through sieve size ASTM-10 or ISO-2.00. Acceptable padding shall be placed under the pipeline before its installation and around it after installation, to establish at both sides and on top of the pipe a permanent layer of padding. The thickness of compacted padding shall be at least 150mm. The trench shall be deeper by at least 150mm. The trench shall be evenly and sufficiently padded to keep the pipe, when in place, at least 150mm above the bottom of excavated trench. | Item 10.390 | ||
| 42 | 42 | 18\" OD | Item 10.400 | 44570 | M |
| 43 | 43 | SOFT SOIL PADDING (IN OTHER AREAS): Supplying, providing and filling Soft Soil in trenches in stretches other than normal soil and hard rock (including additional 150mm deep trenching) around mainline pipe for providing a minimum padding thickness of 150mm on top as well as at bottom of the mainline pipe. Padding materials shall be graded soil containing no gravel, rock, or lumps of hard soil. The graded soil for padding shall pass through sieve size ASTM-10 or ISO-2.00. Acceptable padding shall be placed under the pipeline before its installation and around it after installation, to establish at both sides and on top of the pipe a permanent layer of padding. The thickness of compacted padding shall be at least 150mm. The trench shall be deeper by at least 150mm. The trench shall be evenly and sufficiently padded to keep the pipe, when in place, at least 150mm above the bottom of excavated trench. | Item 10.410 | ||
| 44 | 44 | 18\" OD | Item 10.420 | 500 | M |
| 45 | 45 | SOFT SOIL PADDING (IN SEISMIC LOCATIONS): Supplying, providing and filling Soft Soil in trenches at Seismic Fault location crossing or running parallel to pipeline (including additional 500 mm deep & 200/300 mm wide trenching) around mainline pipe for providing a minimum padding thickness of 500 mm on top as well as at bottom of the mainline pipe(for the complete trench width). Padding materials shall be sand/graded soil/other suitable material containing no gravel, rock, or lumps of hard soil. The graded soil for padding shall pass through sieve size ASTM-10 or ISO-2.00. Acceptable padding shall be placed under the pipeline before its installation and around it after installation, to establish at both sides and on top of the pipe a permanent layer of padding. The thickness of compacted padding shall be at least 150mm. The trench shall be deeper by at least 150mm. The trench shall be evenly and sufficiently padded to keep the pipe, when in place, at least 150mm above the bottom of excavated trench. At seismic fault locations, in addition to the above requirements of padding material, in case the dugout soil is clayey in nature (undrained sheer strength > 0.5 T/m2), the local soil shall be replaced by engineered (cohesion less) backfill having angle of friction not more than 27 degrees and the same shall be loosely compacted (unit weight < 1.8 T/m3). In case of undrained sheer strength of the dugout soil <= 0.5 T/m2 the dugout soil itself can be used as backfill. The trench shall be deeper by at least 500 mm. The trench shall be evenly and sufficiently padded to keep the pipe, when in place, at least 500 mm above the bottom of excavated trench. Acceptable padding shall be placed under the pipeline before its installation and around it after installation, to establish at both sides and on top of the pipe a permanent layer of padding. The thickness of compacted padding shall be at least 500 mm. | Item 10.430 | ||
| 46 | 46 | 18\" OD | Item 10.440 | 1000 | M |
| 47 | 47 | KGPL Mainline Laying- Group 12 Part 2 UP | Item 00020 | ||
| 48 | 48 | HDD INSTALLATION (CARRIER PIPE WITH OFC DUCT): -Design, detailed engineering & installation of pipeline / pipeline & OFC conduit across rivers, NH, SH, Expressways, Railways, etc by HDD method.,, -Complete work for the crossing (between the limits, as indicated in the approved drawings) including mobilization & de-mobilization at site(s), supply of all materials as per the `Scope of Supply' and all consumables, equipment, manpower & other resources and arranging the required land for site preparations and execution of, but not limited to, the following works in accordance with the specifications, drawings and as per all provisions of the contract document and instructions of the Owner.,, -Interpretation of data of hydrological / geo-technical surveys furnished by the Owner, carrying out fresh topographic survey of the rivers, NH, SH, Expressways, Railways, etc & developing new profile drawing for the crossing location, carrying out additional surveys required for collecting data relevant to design and construction of the crossing, performing all engineering & design calculations, preparation of all necessary construction drawings for approval of the Owner as per the provisions of contract document, preparation of detailed construction method statement and design analysis.,, -Taking delivery and transportation of Owner-supplied 3LPE coated pipes to the work site from designated stockpile location, inspection of the coated pipes visually and/or with holiday detector for defects, including arranging all necessary intermediate storage area required thereof till the pipes are installed in permanent position.,, -Complete site preparation including arranging of required land, setting up of fabrication yard, preparation of temporary arrangement for pipeline stringing, launching etc.,, -Carrying out repair of pipe defects, replacement in the case of non-repairable defects and repairing damages to pipe coating including defects/ damages occurring during transportation and handling.,, -Pre-construction surveys and collection of all necessary data.,, -String preparation including repair of pipe and pipe coating defects, welding, non-destructive testing of welds including 100% radiography (by X-ray), supply of films & all equipment and providing all facilities to Owner's representative(s) for examining radiographs, repair of defects in the welds and re-testing etc.,, -Coating of the field joints of the pipe string to be installed by HDD method with DIRAX heat shrink sleeves of M/s Raychem's make, DDXTM Directional Drilling Kit of M/s Canusa or of any other approved make used for HDD crossings.,, -Repair of all coating damages in the pipe section to be laid by HDD method by full encirclement sleeves using suitable cut sections of approved quality of heat shrink sleeves of M/s Raychem make, DDXTM Directional Drilling Kit of M/s Canusa or of any other approved make.,, \"-Fabrication of 89mm OD steel conduit with an inner duct of 40mm OD HDPE pipe for OFC (wherever OFC has to be laid along with the carrier pipeline).\",, \"-Supply & fixing of easy to install heat shrinkable duct end caps for HDPE conduit for OFC (wherever OFC has to be laid along with the carrier pipeline).\",, -Carrying out air cleaning, gauge pigging and pre-installation hydrostatic testing of the complete pipeline string, as per the specifications, including repair of defects and retesting etc.,, -Installation of the pipeline / pipeline and OFC conduit as a bundle crossing below the rivers, NH, SH, Expressways, Railways, etc by single horizontal directional drilling operation to the correct profile as per the approved drawings.,, -Carrying out post-installation hydrostatic testing of HDD pipe string (along with transition pipe section).,, -Carrying out post-installation coating survey as per approved procedure.,, -Restoration, clean-up and disposal of drilling fluid, waste and all other surplus materials etc.,, -Transportation of surplus Owner-supplied pipes to the designated stockpile location of the Owner.,, -Preparation of as-built drawings and other records etc.,, -All other works not specifically listed herein, but required as per specifications, drawings, provisions of the contract document, calculations and construction method statement, leading to successful completion of the works. | Item 20.10 | ||
| 49 | 49 | 18\" OD in Normal Soil | Item 20.20 | 560 | M |
| 50 | 50 | 18\" OD in Rocky Soil | Item 20.30 | 1530 | M |
| 51 | 51 | SHALLOW HDD: Execution of road/other crossing by Shallow Horizontal Directional Drilling (HDD) technique including mobilization & de-mobilization at site(s), supply of all materials as per the `Scope of Supply' and all consumables, equipment, manpower & other resources and arranging the required land for site preparations and execution of, but not limited to, the following works in accordance with the specifications, drawings and as per all provisions of the contract document complete in all respect as per the instructions of the Engineer – in – charge /Site engineer.Taking delivery and transportation of Owner-supplied 3LPE coated pipes to the work site from designated stockpile location, inspection of the coated pipes visually and/or with holiday detector for defects, including arranging all necessary intermediate storage area required thereof till the pipes are installed in permanent position.Complete site preparation including arranging of required land, setting up of fabrication yard, preparation of temporary arrangement for pipeline stringing, launching etcCarrying out repair of pipe defects, replacement in the case of non-repairable defects and repairing damages to pipe coating including defects/ damages occurring during transportation and handling.String preparation including repair of pipe and pipe coating defects, welding, non-destructive testing of welds including 100% radiography (by X-ray), supply of films & all equipment and providing all facilities to Owner's representative(s) for examining radiographs, repair of defects in the welds and re-testing etc.Carrying out pre-installation hydrostatic testing of the complete pipeline string, as per the specifications, including repair of defects and retesting etc.Coating of the field joints of the pipe string to be installed by shallow HDD method with DIRAX heat shrink sleeves of M/s Raychem's make, DDXTM Directional Drilling Kit of M/s Canusa or of any other approved make used for HDD crossings.Repair of all coating damages in the pipe section to be laid by shallow HDD method by full encirclement sleeves using suitable cut sections of approved quality of heat shrink sleeves of M/s Raychem make, DDXTM Directional Drilling Kit of M/s Canusa or of any other approved make.Fabrication of 89mm OD steel conduit with an inner duct of 40mm OD HDPE pipe for OFC (wherever OFC has to be laid along with the carrier pipeline).Supply & fixing of easy to install heat shrinkable duct end caps for HDPE conduit for OFC (wherever OFC has to be laid along with the carrier pipeline).Installation of the pipeline and OFC conduit as a bundle crossing below the Road/ other utility horizontally by shallow HDD operation to the correct profile as per the approved drawings in a pre-reamed hole of appropriate size.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.Al l other works not specifically listed herein, but required as per specifications, drawings, provisions of the contract document, calculations and construction method statement, leading to successful completion of the works.Note :- The item to be operated under the specific instruction of Engineer in Charge | Item 20.40 | ||
| 52 | 52 | 18\" OD | Item 20.50 | 220 | M |
| 53 | 53 | KGPL Mainline Laying- Group 12 MP | Item 00030 | ||
| 54 | 54 | MAINLINE LAYING WORKS: 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:\n# 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 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.,\n# Clearing and grading of ROW/ pipeline coridor, cutting of trees, vegetation etc. including keeping record of trees cut, including de-watering etc.,\n# Stringing of pipes along ROW including providing straw bags/ soft padding (in Rocky areas requiring blasting for preparation of trench, pipes shall be strung after the blasting operation and clearing of trench and instructions of Site Engineer/ Engineer-in-Charge),\n# 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 replacement of this material on top of the backfilled ditch (in cultivable and other areas specially designated by Owner),\n# Carrying out repair of pipe & coating defects for defects occuring 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,\n# Aligning, bending, lining up, cutting and bevelling (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,\n# Carrying out 100% radiographic inspection of all field weld joints in each Mainline Spread, Crossings and other specific locations as per Specifications and Special Conditions of Contract (SCC) (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) 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., | Item 30.10 | ||
| 55 | 55 | # 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,\n# Installation of hot-pulled bends at required locations in mainline (bends to be fabricated from Owner-supplied bare pipes) including cutting, bevelling, fitment, coating the bare bend pipe with approved cold-applied tape coat / PU coating etc.,\n# Carrying out holiday detection, at specified voltage level corresponding to coating type and as per specifications, and repair of coating, if any,\n# Laying pipeline by open-cut method at crossings viz., cart-track, metalled/ un-metalled roads, minor water courses (MWC), (except crossings identified as \"Cased\", \"Submerged\" & \"HDD\" crossings and \"Marshy areas\") and restoration of the site to original condition including performance of additional works for strengthening of banks of water courses etc.,\n# 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,\n# 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,\n# All tie-ins, including tieing-in with HDD sections under this tender,\n# Final clean-up and restoration of ROW/ construction corridor, field bunds etc. and obtaining NOC from statutory authorities as required, disposal of debris and returning surplus material to designated disposal areas/ storage location, as directed by Engineer-in-Charge, restoration of land, facilities and boundary wall etc. for facilities dismantled/ damaged by Contractor during construction, obtaining work permits/ NOC from various authorities having jurisdiction before execution of work and complying with all stipulations/ conditions/ recommendation of the said authorities, obtaining NOC from respective land owners in respect of final restoration of their land etc.,\n# Preparation of as-built drawings, pipe book and other records as per specifications etc.,\n# 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 \n# All other acts, deeds, matters and things necessary to make the pipeline ready for commissioning and completing the works, including drone survey in all respects as per drawings, specifications and instructions of Site Engineer/ Engineer-in-Charge. | Item 30.10.1 | ||
| 56 | 56 | 18\" OD | Item 30.20 | 2120 | M |
| 57 | 57 | ROCK TRENCHING: Extra for rock trenching for Mainline laying as classified by the Engineer-in-Charge and performed by pneumatic tools or by drilling and blasting or by chiselling out including cost of all equipment, materials, labour, consumables & inputs to complete the work (excluding sand padding around mainline pipe which shall be paid separately) as per specifications, approved procedure and instructions of Engineer-in-Charge. | Item 30.30 | 4080 | CUM |
| 58 | 58 | SAND PADDING (IN HARD ROCKY AREAS): Supplying, providing and filling fine sand in trenches in hard rocky stretches (excluding additional 150mm deep rock trenching) around mainline pipe for providing a minimum padding thickness of 150mm on top as well as at bottom of the mainline pipe. | Item 30.40 | ||
| 59 | 59 | 18\" OD | Item 30.50 | 1060 | M |
| 60 | 60 | ROCK SHIELD: Supplying & providing approved type of extruded polyethylene mesh (rock shield) on mainline pipe to protect the coating against rocky soil including supply of all inputs such as labour, materials, consumables etc. necessary to perform and complete the work in all respects in accordance with the specifications, manufacturer's recommendation and instructions of Site Engineer / Engineer-in-Charge. | Item 30.60 | ||
| 61 | 61 | 18\" OD | Item 30.70 | 2120 | M |
| 62 | 62 | 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 30.80 | ||
| 63 | 63 | KILOMETER POST | Item 30.90 | 10 | EA |
| 64 | 64 | DIRECTION MARKER | Item 30.100 | 20 | EA |
| 65 | 65 | WARNING SIGN | Item 30.110 | 10 | EA |
| 66 | 66 | Providing and installing RCC (1:1.5:3) boundary pillars as per drawings on both edges of the ROW at 250 metres interval and at every turning point and/or as directed, including supply of all materials necessary for the fabrication of the pillars, casting and inscr ibing the pillars, excavation of earth, fixing the pillars & backfilling, applying two coats of oil paint over one coat of cement ba sed primer on exposed surface and work, labour, inputs & materials/ consumables necessary to perform and complete the work in all re spect under the contract and as per directions of Site Engineer. | Item 30.120 | 20 | EA |
| 67 | 67 | 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 30.130 | ||
| 68 | 68 | 18\" OD | Item 30.140 | 3 | KM |
| 69 | 69 | 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 30.150 | ||
| 70 | 70 | 18\" OD | Item 30.160 | 3 | KM |
| 71 | 71 | ELECTRONIC GEOMETRY PIGGING (EGP) / CALLIPER SURVEY: Mobilisation/ demobilisation of pigging tools, tackles, consumables, accessories and personnel by contractor at work site including magnetic pig, electronic geometry pig, pig tracking device, preparation and cleaning of the complete mainline / Mainline sections including HDD sections under this tender (but excluding HDD crossings not included under the scope of this tender and to be executed by separate agency) by running series of pigs for cleaning the line from debris, water & making it dry for launching calliper pigs, running of magnetic pig for cleaning of ferrous residue, launching and receiving the electronic & standard calliper pigs, including pig tracking at 5 to 10 km interval, data retrieval, interpretation of data and submission of reports in the form acceptable to the Owner, including rectification of defects observed from calliper survey, including supply of all labour, materials, equipment & instruments, calliper pigs, fabrication of launching & receiving barrels, all complete for ascertaining the geometry of the pipeline. | Item 30.170 | ||
| 72 | 72 | 18\" OD | Item 30.180 | 3 | KM |
| 73 | 73 | COMMISSIONING ASSISTANCE FOR LPG PIPELINE: Supply of all materials, consumables, providing all equipment & resources for the complete activity of commissioning of Liquid Petroleum Gas Pipeline (LPG) including Mainline and Stations with proper pressurization of mainline and station piping with Nitrogen, batch pigging followed by vaporized LPG and effective line fill by pressurization of line fill LPG as per approved procedure and Specification requirement including providing expert services for vetting of commissioning procedure and presence of expert to guide & monitor the complete commissioning activities, providing all supervisory/expert services, other manpower and all resources for the execution of the complete service meeting with international practices and standards, observing all statutory and other governing rules & standards in all respect and as per the approved scheme and guidance/direction of Engineer - in - Charge. i) The offer shall be inclusive of supply of nitrogen, pig train, all consumables, taxes, duties as applicable and excluding GST. ii) IOCL's responsibility shall be limited to arrangement of a) Fire tender b) Ambulance c) Water supply d) Providing LPG in tanker truck and subsequently lining up of the pipeline system for LPG line fill. | Item 30.190 | ||
| 74 | 74 | 18\" OD | Item 30.200 | 3 | KM |
| 75 | 75 | SOFT SOIL PADDING (IN HARD ROCK AREA): Supplying, providing and filling Soft Soil in trenches in hard rocky stretches (excluding additional 150mm deep rock trenching) around mainline pipe for providing a minimum padding thickness of 150mm on top as well as at bottom of the mainline pipe. Padding materials shall be graded soil containing no gravel, rock, or lumps of hard soil. The graded soil for padding shall pass through sieve size ASTM-10 or ISO-2.00. Acceptable padding shall be placed under the pipeline before its installation and around it after installation, to establish at both sides and on top of the pipe a permanent layer of padding. The thickness of compacted padding shall be at least 150mm. The trench shall be deeper by at least 150mm. The trench shall be evenly and sufficiently padded to keep the pipe, when in place, at least 150mm above the bottom of excavated trench. | Item 30.210 | ||
| 76 | 76 | 18\" OD | Item 30.220 | 1060 | M |
| 77 | 77 | Civil Works - ITC | Item 00040 | ||
| 78 | 78 | Earthwork in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including gettin g 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 40.10 | ||
| 79 | 79 | All kinds of soil | Item 40.20 | 797 | SQM |
| 80 | 80 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by the Engineer-in-Charge. | Item 40.30 | ||
| 81 | 81 | All kinds of soil | Item 40.40 | 3521.39 | CUM |
| 82 | 82 | Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials. | Item 40.50 | ||
| 83 | 83 | All kinds of soil | Item 40.60 | 1035.89 | CUM |
| 84 | 84 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | Item 40.70 | 11.37 | CUM |
| 85 | 85 | Filling the excavated earth to required grade, level & profile in low lying areas including watering, ramming, compacting at optimum moisture content to 90% of Proctor's density consolidation by rolling with 8 to 10 tonne power roller in layers not exceeding 20 c m thickness, including clearing the area by cutting of shrubs, bushes, grass, vegetation, debris etc. stacking and disposing out of plot area to an unobjectional area as directed by 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 40.80 | 31.04 | CUM |
| 86 | 86 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | Item 40.90 | ||
| 87 | 87 | 1:2:4 (1 cement : 2 coarse sand (Zone-III) : 4 graded stone aggregate 20 mm nominal size) | Item 40.100 | 49.82 | CUM |
| 88 | 88 | 1:3:6 (1 cement : 3 coarse sand (Zone-III) : 6 graded stone aggregate 20 mm nominal size) | Item 40.110 | 7.69 | CUM |
| 89 | 89 | 1:4:8 (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size) | Item 40.120 | 25.73 | CUM |
| 90 | 90 | 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 40.130 | 0.81 | CUM |
| 91 | 91 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishi ng and reinforcement - All work up to plinth level : | Item 40.140 | ||
| 92 | 92 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III): 3 graded stone aggregate 20 mm nominal size) | Item 40.150 | 251.07 | CUM |
| 93 | 93 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : | Item 40.160 | ||
| 94 | 94 | Foundations, footings, bases of columns, etc. for mass concrete | Item 40.170 | 1381.86 | SQM |
| 95 | 95 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level. | Item 40.180 | ||
| 96 | 96 | Thermo-Mechanically Treated bars of grade Fe-500D or more | Item 40.190 | 40569.4 | KG |
| 97 | 97 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : | Item 40.200 | ||
| 98 | 98 | Cement mortar 1:6 (1 cement : 6 coarse sand) | Item 40.210 | 13.13 | CUM |
| 99 | 99 | Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, cl addings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cut ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including pre paration of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with two coats of epoxy paint \"EPILUX 155 High Build Enamel over a coat of \"EPILUX 610\" Primer of M/s BERGER or any other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of conc rete work). | Item 40.220 | 6.9 | TO |
| 100 | 100 | Providing and fixing first quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by the Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey ce ment slurry @ 3.3 Kg/sq.m., including pointing in white cement mixed with pigment of matching shade complete. | Item 40.230 | 38.13 | SQM |
| 101 | 101 | Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 la id to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labo ur, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer. | Item 40.240 | 62.4 | SQM |
| 102 | 102 | 15 mm cement plaster on rough side of single or half brick wall of mix : | Item 40.250 | ||
| 103 | 103 | 1:6 (1 cement : 6 coarse sand) | Item 40.260 | 50.16 | SQM |
| 104 | 104 | 6 mm cement plaster of mix : | Item 40.270 | ||
| 105 | 105 | 1:3 (1 cement : 3 fine sand) | Item 40.280 | 501.48 | SQM |
| 106 | 106 | Neat cement punning. | Item 40.290 | 20.25 | SQM |
| 107 | 107 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality : | Item 40.300 | ||
| 108 | 108 | Heavy Duty-20 : | Item 40.310 | ||
| 109 | 109 | Circular shape 560 mm internal diameter | Item 40.320 | 2 | EA |
| 110 | 110 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and lengt h below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the le ngth of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads [No tes: (1) Length of pile for payment shall be measured up to bottom of pile cap. (2) Truck Mounted rotary/ TMR/ Tubewell boring machi ne shall not be used] : | Item 40.330 | ||
| 111 | 111 | 450 mm diameter piles | Item 40.340 | 90 | M |
| 112 | 112 | Supplying and using water proofing compound like CICO, PUDDLE or any other approved brand with Cement Plaster/ CC/ RCC complete in a ll respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Sit e Engineer. | Item 40.350 | 6.27 | KG |
| 113 | 113 | 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 o f the Engineer-in-Charge.) | Item 40.360 | 8031 | KG |
| 114 | 114 | Providing & installing 800 mm dia. stone columns of approximate depth 10 m from the bottom of trench (as per drawing) with well grad ed stone of 100 mm down size as per approved construction procedure including all labour, materials, transportation, consumables, e quipment, mobilisation and de-mobilisation of equipment, disposal of surplus materials, cost of all tests, stacking of stones for me asurement etc. complete in all respect as per specification, approved drawings & directions of the Engineer-in-Charge. | Item 40.370 | 165.24 | M |
| 115 | 115 | Supply and construction of sand pad foundation consisting of well graded coarse sand spread in layers not exceeding 200 mm in loose thickness over the area, so as to achieve relative density of 90% as indicated in drawing including all materials, labour, equipment (like vibratory roller, vibro-rammer & vibrators, etc.) transportation, tests, lead and lift etc. as per specifications and directi ons of the Site Engineer/ Engineer-in-Charge complete up to the satisfaction of Engineer-in-Charge. | Item 40.380 | 2518.1 | CUM |
| 116 | 116 | Supplying and laying of 75 mm thick Anticorrosive bituminous carpet under steel storage tanks (i.e. over compacted moorum) with scre ened dry coarse sand mixed with bitumen, dressing to the required slopes to form hard mass of specified compacted thickness using ro llers/ rammers all complete as per specifications and directions of the Site Engineer/ Engineer-in-Charge. | Item 40.390 | 268.8 | SQM |
| 117 | 117 | Supply and constructing a Crushed Stone Ring Beam below each tank shell, all-round, consisting of crushed stone of size 50 mm down l aid in two layers (each layer duly compacted to form a hard core ring), filling of voids/ pockets with medium to coarse sand, cappin g with a compacted sand layer all complete as per drawing, specifications and direction of the Site Engineer/ Engineer-in-Charge. | Item 40.400 | 24.76 | CUM |
| 118 | 118 | Civil Works - Non ITC | Item 00050 | ||
| 119 | 119 | Earthwork in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including gettin g 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 50.10 | ||
| 120 | 120 | All kinds of soil | Item 50.20 | 33756 | SQM |
| 121 | 121 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by the Engineer-in-Charge. | Item 50.30 | ||
| 122 | 122 | All kinds of soil | Item 50.40 | 15428.6 | CUM |
| 123 | 123 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in d epth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Item 50.50 | 9301.5 | CUM |
| 124 | 124 | Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials. | Item 50.60 | ||
| 125 | 125 | All kinds of soil | Item 50.70 | 437.6 | CUM |
| 126 | 126 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | Item 50.80 | 969.62 | CUM |
| 127 | 127 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. | Item 50.90 | ||
| 128 | 128 | Beyond 30 cm girth upto and including 60 cm girth | Item 50.100 | 60 | EA |
| 129 | 129 | Beyond 60 cm girth upto and including 120 cm girth | Item 50.110 | 60 | EA |
| 130 | 130 | Beyond 120 cm girth upto and including 240 cm girth | Item 50.120 | 55 | EA |
| 131 | 131 | Supplying chemical emulsion in sealed containers including delivery as specified. | Item 50.130 | ||
| 132 | 132 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Item 50.140 | 1366 | L |
| 133 | 133 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : | Item 50.150 | ||
| 134 | 134 | Along the external wall where apron is not provided using chemical emulsion @ 7.5 litres/ sqm of the vertical surface of the substru cture to a depth of 300 mm including excavation channel along the wall & rodding etc. complete: | Item 50.160 | ||
| 135 | 135 | With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | Item 50.170 | 1148 | M |
| 136 | 136 | \"Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diamete r holes and plugging with cement mortar 1 : 2 (1 cement : 2 Coarse sand) to match the existing floor : \" | Item 50.180 | ||
| 137 | 137 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Item 50.190 | 1934 | SQM |
| 138 | 138 | Treatment of existing masonry using chemical emulsion @ 1 litre per hole at 300 mm interval including drilling holes at 45 degree an d plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole : | Item 50.200 | ||
| 139 | 139 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Item 50.210 | 953 | M |
| 140 | 140 | Filling the excavated earth to required grade, level & profile in low lying areas including watering, ramming, compacting at optimum moisture content to 90% of Proctor's density consolidation by rolling with 8 to 10 tonne power roller in layers not exceeding 20 c m thickness, including clearing the area by cutting of shrubs, bushes, grass, vegetation, debris etc. stacking and disposing out of plot area to an unobjectional area as directed by 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 50.220 | 2710.95 | CUM |
| 141 | 141 | Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor's own borrow areas including royalty, wit h all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisture content to 90% of Proctor's density, consolidation and rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thic kness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. | Item 50.230 | 32817 | CUM |
| 142 | 142 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | Item 50.240 | ||
| 143 | 143 | 1:2:4 (1 cement : 2 coarse sand (Zone-III) : 4 graded stone aggregate 20 mm nominal size) | Item 50.250 | 379.17 | CUM |
| 144 | 144 | 1:3:6 (1 cement : 3 coarse sand (Zone-III) : 6 graded stone aggregate 20 mm nominal size) | Item 50.260 | 328.3 | CUM |
| 145 | 145 | 1:3:6 (1 cement : 3 coarse sand (Zone-III) : 6 graded stone aggregate 40 mm nominal size) | Item 50.270 | 198 | CUM |
| 146 | 146 | 1:4:8 (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size) | Item 50.280 | 793.26 | CUM |
| 147 | 147 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's sp ecification. (Note: Unit \"EA\" shall mean \"Per 50 Kg of Cement\") | Item 50.290 | 17 | EA |
| 148 | 148 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal siz e) 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 50.300 | 409 | SQM |
| 149 | 149 | 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 50.310 | 69.19 | CUM |
| 150 | 150 | 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 ch ips 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, material s, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer. | Item 50.320 | 326 | SQM |
| 151 | 151 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishi ng and reinforcement - All work up to plinth level : | Item 50.330 | ||
| 152 | 152 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III): 3 graded stone aggregate 20 mm nominal size) | Item 50.340 | 3014.92 | CUM |
| 153 | 153 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | Item 50.350 | 34 | CUM |
| 154 | 154 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fille ts, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering , shuttering, finishing and reinforcement : | Item 50.360 | ||
| 155 | 155 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size) | Item 50.370 | 704 | CUM |
| 156 | 156 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 Degree landings, balconies, shelves, chajjas , lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cos t of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) : 3 graded stone aggreg ate 20 mm nominal size) | Item 50.380 | 903 | CUM |
| 157 | 157 | Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like 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 nomina l size) | Item 50.390 | 26 | CUM |
| 158 | 158 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : | Item 50.400 | ||
| 159 | 159 | Foundations, footings, bases of columns, etc. for mass concrete | Item 50.410 | 4241.14 | SQM |
| 160 | 160 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Item 50.420 | 7492 | SQM |
| 161 | 161 | Suspended floors, roofs, landings, balconies and access platform | Item 50.430 | 1737 | SQM |
| 162 | 162 | Shelves (Cast in situ) | Item 50.440 | 10 | SQM |
| 163 | 163 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Item 50.450 | 8031 | SQM |
| 164 | 164 | Columns, Pillars, Piers, Abutments, Posts and Struts | Item 50.460 | 6688 | SQM |
| 165 | 165 | Stairs (excluding landings) except spiral-staircases | Item 50.470 | 27 | SQM |
| 166 | 166 | Weather shade, Chajjas, corbels, etc. including edges. | Item 50.480 | 187 | SQM |
| 167 | 167 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level. | Item 50.490 | ||
| 168 | 168 | Thermo-Mechanically Treated bars of grade Fe-500D or more | Item 50.500 | 422937 | KG |
| 169 | 169 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above pl inth level. | Item 50.510 | ||
| 170 | 170 | Thermo-Mechanically Treated bars of grade Fe-500 D or more | Item 50.520 | 250342 | KG |
| 171 | 171 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : | Item 50.530 | ||
| 172 | 172 | Cement mortar 1:6 (1 cement : 6 coarse sand) | Item 50.540 | 529.86 | CUM |
| 173 | 173 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to fl oor V level in all shapes and sizes in : | Item 50.550 | ||
| 174 | 174 | Cement mortar 1:6 (1 cement : 6 coarse sand) | Item 50.560 | 1742 | CUM |
| 175 | 175 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : | Item 50.570 | ||
| 176 | 176 | Cement mortar 1:3 (1 cement : 3 coarse sand) | Item 50.580 | 649 | SQM |
| 177 | 177 | Half brick masonry 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 : | Item 50.590 | ||
| 178 | 178 | Cement mortar 1:3 (1 cement :3 coarse sand) | Item 50.600 | 58 | SQM |
| 179 | 179 | Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. | Item 50.610 | 58 | SQM |
| 180 | 180 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanit y counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick ba se cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, inc luding rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. : | Item 50.620 | ||
| 181 | 181 | Granite of any colour and shade : | Item 50.630 | ||
| 182 | 182 | Area of slab up to 0.50 sqm | Item 50.640 | 46 | SQM |
| 183 | 183 | Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar lo cation in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of c ut edges etc. complete. | Item 50.650 | 6 | EA |
| 184 | 184 | Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75 x 50 cm deep and 1.8 cm thick, fixed in ur inal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or w ith cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of the Engineer-i n-Charge and finished smooth. | Item 50.660 | ||
| 185 | 185 | Granite Stone of approved shade | Item 50.670 | 1 | SQM |
| 186 | 186 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of t he building, all complete as per the architectural drawings, with 18 mm thick stone slab over 20 mm (average) thick base of cement m ortar 1:4 (1 cement : 4 coarse sand), laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge . : | Item 50.680 | ||
| 187 | 187 | Polished granite stone slab- Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Item 50.690 | 250 | SQM |
| 188 | 188 | Providing and fixing ISI marked flush door shutters conforming to IS:2202 (Part I) non-decorative type, core of block board construc tion with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face vene ers on both faces of shutters: | Item 50.700 | ||
| 189 | 189 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Item 50.710 | 19 | SQM |
| 190 | 190 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrange ments for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27. 5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454 (Part-1) and M.S. top co ver of required thickness for rolling shutters. | Item 50.720 | ||
| 191 | 191 | 80 x 1.25 mm M.S. laths with 1.25 mm thick top cover | Item 50.730 | 147 | SQM |
| 192 | 192 | 80 x 1.20 mm M.S. laths with 1.20 mm thick top cover | Item 50.740 | 9 | SQM |
| 193 | 193 | Providing and fixing ball bearing for rolling shutters. | Item 50.750 | 40 | EA |
| 194 | 194 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, to p 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. s heet 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 sha pe as per standard drawing. | Item 50.760 | 42 | EA |
| 195 | 195 | Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, cl addings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cut ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including pre paration of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with two coats of epoxy paint \"EPILUX 155 High Build Enamel over a coat of \"EPILUX 610\" Primer of M/s BERGER or any other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of conc rete work). | Item 50.770 | 58.09 | TO |
| 196 | 196 | Supplying, fitting and fixing hot dip galvinised barbed line wire through holes in fencing posts (already made in the body of the po st), tightening and fixing the wire in tight condition with straining bolts (straining bolts at end post) including the cost of cutt ing and lapping joints, making holes, straining bolts, galvanised staples, binding wires etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Engineer-in-Charge. | Item 50.780 | 8760 | M |
| 197 | 197 | Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provision for lift ing arrangements complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifica tions and directions of the Engineer-in-Charge. | Item 50.790 | 619 | SQM |
| 198 | 198 | Supplying & fixing Pigeon Protection net of mesh 15 mm x 15 mm & Gauge SW14 in sheds including specials required for bolting with ti e members of truss, painted with two coats of synthetic enamel paint of over a coat of red oxide zinc chrome primer complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Engine er-in-Charge. | Item 50.800 | 180 | SQM |
| 199 | 199 | Supplying, fitting and fixing punched tape concertina spiral coil of 50 turns per coil having core wire of 2.6 mm diameter made of h igh carbon spring steel of high tensile strength as per IS:4454 (Part-I, Grade-II) having minimum galvanising coating thickness equi valent to 230 grams per square metre and low carbon steel strip of 0.5 mm thickness having a series of barbes punched all along the length on both sides of the strip at regular interval as per IS:513, DD quality having minimum galvanising coating thickness of 12 m icrons. Hardness of tape should be between 137-180 VPN (Victor Penetration Number). The coil should be clipped sufficiently at regul ar intervals. The coil should not be stretched for more than 6.0 m length and the minimum diameter of the coil in the closed conditi on should not be less than 600 mm complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per dr awings, specifications and directions of the Engineer-in-Charge. | Item 50.810 | 2190 | M |
| 200 | 200 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coa rse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement har dener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Item 50.820 | 180 | SQM |
| 201 | 201 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting m ortar bedding, and joints filled with acid and/or alkali resisting cement as per IS:4457, complete as per the direction of Engineer- in-Charge. | Item 50.830 | ||
| 202 | 202 | In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) | Item 50.840 | ||
| 203 | 203 | Acid and alkali resistant tile | Item 50.850 | 195 | SQM |
| 204 | 204 | In dado/ skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) | Item 50.860 | ||
| 205 | 205 | Acid and alkali resistant tile | Item 50.870 | 86 | SQM |
| 206 | 206 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match t he shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : | Item 50.880 | ||
| 207 | 207 | 25 mm thick | Item 50.890 | 807 | SQM |
| 208 | 208 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cemen t: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and poli shing complete. | Item 50.900 | 286 | SQM |
| 209 | 209 | Providing and fixing first quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by the Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey ce ment slurry @ 3.3 Kg/sq.m., including pointing in white cement mixed with pigment of matching shade complete. | Item 50.910 | 379.87 | SQM |
| 210 | 210 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of first quality conforming to IS:15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, 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 pointing the joints with white cement and mat ching pigment, etc. complete. | Item 50.920 | 139 | SQM |
| 211 | 211 | Providing and fixing first quality ceramic glazed floor tiles conforming to IS:15622 (thickness to be specified by the manufacturer) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirt ing, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slu rry @ 3.3 Kg/sq.m. including pointing in white cement mixed with pigment of matching shade complete. | Item 50.930 | 38 | SQM |
| 212 | 212 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 ce ment : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joints with white cement and matching pigments etc., complete. | Item 50.940 | ||
| 213 | 213 | Size of Tile 500x500 mm | Item 50.950 | 96 | SQM |
| 214 | 214 | Size of Tile 600x600 mm | Item 50.960 | 172 | SQM |
| 215 | 215 | 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 c ement 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 50.970 | ||
| 216 | 216 | Size of Tile 500x500 mm | Item 50.980 | 13 | SQM |
| 217 | 217 | Size of Tile 600x600 mm | Item 50.990 | 48 | SQM |
| 218 | 218 | Providing and fixing removable raised/ false access flooring with system (Unitile Solid Feel (USF) 800 or equivalent) and its compon ents of approved make for different plenum height with possible height adjustment up to 50 mm, comprising of modular load bearing fl oor panels supported on G.I. rectangular stinger frame work and G.I. Pedestal etc. all complete, as per the architectural drawings, as specified and as directed by Engineer-in-charge consisting of: (A) Providing at required spacing to form modular framework, pedes tals made out of G.I. tube of thickness minimum 2 mm and 25 mm outer diameter, fully welded on to the G.I. Base plate of size 100mm x 100mm x 3mm at the bottom of the pedestal tube, G.I. pedestal head of size 75 mm x 75 mm x 3.5 mm welded with G.I. fully threaded stud 16 mm outer diameter with two G.I. Check nuts screwed on the stud for level adjustment up to 50 mm, locking and stabilizing the pedestal head in position at the required level. The pedestals shall be fixed to the sub-floor (base) through base plate using epox y based adhesive of approved make or the machine screw with rawl plug. (B) Stringers system in all steel construction hot dipped gal vanized of rectangular size 570x20x30x0.80 mm thick having holes at both ends for securing the stringers on to the pedestal head usi ng fully threaded screws ensuring maximum lateral stability in all directions, the grid formed by the pedestal and stringer assembly shall receive the floor panel, this system shall provide adequate solid, rigid support for access floor panel. The system shall pro vide a minimum clear uninterrupted clearance between the bottom of the floor for electrical conduits and wiring etc. all complete as per the architectural drawings, as specified and as directed by the Engineer-in-Charge. (C) Providing and fixing Access Floor panel of 600x600x32 mm medium grade Filled Steel anti static high pressure Lamination of 800H grade (FS800H). Access Floor panel shall be steel welded construction with an enclosed bottom pan with uniform pattern of 64 hemispherical cones. The top and bottom plates of Steel Gauges: top 0.6 mm and bottom 0.7 mm fused spot welded together (minimum 64 welds in each dome and 20 welds along each flange) . The panel should be corrosion resistant epoxy coated for lifetime rust protection and cavity formed by the top and bottom plate is filled with Pyrogrip non-combustible Portland cementitious core mixed with lightweight foaming compound. The access floor shall be factory finished with Anti-static High Pressure laminate with Non Warp technology up to 1 mm thickness for superior adhesion and Sur face flatness within 0.75 mm.The panel is to withstand a Concentrated Load of 363 Kg applied on area 25 mm x 25 mm without collapse in the centre of the panel which is placed on four steel blocks. The panel will withstand and Uniformly Distributed Load (UDL) minim um 1250 Kg/sq.m. and, an impact load of 50 Kg all complete as per the approved manufacturers specification and as per the direction of the Engineer-in-Charge. All specification must be printed on the side of the panel to ensure the quality of the product. | Item 50.1000 | ||
| 219 | 219 | 450 mm Finished Floor Height (FFH) | Item 50.1010 | 43 | SQM |
| 220 | 220 | Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 la id to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labo ur, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer. | Item 50.1020 | 6317.59 | SQM |
| 221 | 221 | Providing and fixing 2 mm thick P.V.C. (BHOR or equivalent make) sheet/ tile flooring on a smooth and damp proof base using rubber b ased adhesives including rolling with light wooden roller weighing about 5 Kg, all complete including cost of preparation of subgra de, damp proof course consisting of 30 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm n ominal size) as directed by the Engineer-in-Charge. | Item 50.1030 | 55 | SQM |
| 222 | 222 | Providing and laying 52 mm thick cement concrete flooring with metallic hardner, under layer of 37 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer of 15 mm thick metallic concrete hardner consis ting of mix 1:2 (1 cement : 2 stone aggregate 6 mm nominal size) by volume with which metallic hardening compound such as IRONITE NO . 1 of IRONITE CO. OF INDIA LTD. or aproved equivalent mixed in the ratio 4:1 (4 parts of cement : 1 part of metallic floor hardenin g compound of approval quality) by weight, inclusive of cost of finishing, labour, material, equipment, etc. as per specifications a nd directions of the Engineer-in-Charge. | Item 50.1040 | 308 | SQM |
| 223 | 223 | Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat : | Item 50.1050 | ||
| 224 | 224 | With common burnt clay F.P.S. (Non Modular) brick tiles of Class Designation 10 | Item 50.1060 | 41 | SQM |
| 225 | 225 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including fini shing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : | Item 50.1070 | ||
| 226 | 226 | In 75x75 mm deep chase | Item 50.1080 | 597 | M |
| 227 | 227 | Making Khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggr egate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse s and) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | Item 50.1090 | 50 | EA |
| 228 | 228 | Providing and fixing on wall face Unplasticised Rigid PVC (UPVC) rainwater pipes conforming to IS:13592 Type-A, including jointing w ith seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion: (i) Single socketed pipes : | Item 50.1100 | ||
| 229 | 229 | 110 mm diameter | Item 50.1110 | 924 | M |
| 230 | 230 | Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un-plasticised Rigid PVC rainwater pipe s conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion : | Item 50.1120 | ||
| 231 | 231 | Coupler : | Item 50.1130 | ||
| 232 | 232 | 110 mm | Item 50.1140 | 100 | EA |
| 233 | 233 | Single Push-fit Coupler : | Item 50.1150 | ||
| 234 | 234 | 110 mm | Item 50.1160 | 100 | EA |
| 235 | 235 | Bend 87.5 Degrees : | Item 50.1170 | ||
| 236 | 236 | 110 mm Bend | Item 50.1180 | 92 | EA |
| 237 | 237 | Shoe (Plain) : | Item 50.1190 | ||
| 238 | 238 | 110 mm Shoe | Item 50.1200 | 92 | EA |
| 239 | 239 | Providing and fixing Unplasticised-PVC (UPVC) pipe clips of approved design to unplasticised-PVC rainwater pipes by means of 50x50x5 0 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 c ement : 4 coarse sand) and making good the wall etc. complete. | Item 50.1210 | ||
| 240 | 240 | 110 mm | Item 50.1220 | 24 | EA |
| 241 | 241 | Designing, providing, fabricating and fixing profiled sheeting 730-1020 mm cover width, 28-30 mm crests @ 186-333 mm centre to centr e, manufactured out of 0.45 mm BMT (Base Metal Thickness) Hi-Tensile Steel (Minimum yield strength of 550 MPa) coated with hot dip m etalic galvalume/ zincalume coating AZ-150 or equivalent as per AS:1397 and super polyster XRW quality paint coat as per AS/ NZS2728 (Category-3) of approved colour for roofing, cladding, gutters, rainwater pipes, spouts etc. The total mass of the coating on both sides shall be 150 gms/sqm (Zinc 45%/ Aluminium 55%). The total paint coat thickness shall be 35 microns, comprising of 20 microns e xterior coat of super polyster XRW on top surface and 5 micron super polyester on back surface over 5 micron primer coats on both su rfaces including side and end laps. The sheets shall have wide pans with 2-3 stiffening ribs for effective water shedding and specia l male/ female ends with full return legs on side laps for purlins support and anti-capilary flute in side lap. The sheets shall be fixed using polymer coated hot dip galvanised hex head self drilling fasteners as per AS:3566 (Class-3) on each crest of sheets for connection with purlins and polymer coated hot dipped stitching fasteners at 300 mm c/c on all sides and end laps, etc. Approved sea ling tapes shall be used on side laps and end laps of sheets and closer to be provided at the last end of sheet. The measurement sha ll be based on per unit of finished/ laid area. Item to include curved sheets also wherever required. The Contractor shall give mini mum 10 year guarantee for the sheets against deterioration, disintegration, loss of lustre, variation in colour, etc. and leakages a cross laps, fasteners etc. The Contractor is to submit design and shop drawing for approval on the sheet profile, design and details before installation. | Item 50.1230 | ||
| 242 | 242 | Roof, side cladding, gable end cladding, gutters, rainwater pipes/ spouts etc. (Note: The area of sheet coverings shall be measured on the flat surface i.e. without allowance for laps and ribs). | Item 50.1240 | 644 | SQM |
| 243 | 243 | Providing, supplying, erecting and fixing in position 3 mm thick polycarbonate sheets of approved texture and colour for roof lighti ng. Sheets to be profiled to match metal sheets described in respective item above. Cost to include jointing, sealing with Butyl adh esives and tapes as per manufacturers specifications and all labour, tools, plants, temporary works, etc. all complete. | Item 50.1250 | 97 | SQM |
| 244 | 244 | Supplying, erecting and fixing in position 600 mm wide Colour Bond Ridge Cap and corner flushing rolled from 0.5 mm TCT BHP Zincalum e AZ-150 High Tensile Steel (550 MPa Yield Strength) including fixing to sheets stiched by (4.8 mm x 16 mm) Hex Head stitch screws, with metal bonded EPDM washers all complete as per specifications and directtions of the Engineer-in-Charge. | Item 50.1260 | 77 | M |
| 245 | 245 | Providing and fixing LUXALON 75C & 225C un-perforated Aluminium panel coloured ceiling manufactured by M/s. HUNTER DOUGLAS INDIA or any other approved equivalent brand, each panel consisting of 75/225 mm wide x 15.5 mm deep and 0.5 mm thick with bevel edged panel made from enamelled corrosion resistance aluminium alloy AA-5050 (Al.Mg), each panel to abut each other with a narrow 'V' groove, cl ipping with a baked enamelled aluminium panel carrier of 32 mm wide x 39 mm deep x 0.95 mm thick in standard length of 5 metres made of double baked enamelled aluminium alloy AA-5050 (Al.Mg) black with cutouts to hold the panels in a module of 75 mm closed at a di stance of 1.25 metre, each panel carrier suspended by means of G.I. suspension rod 4 mm diameter and a galvanised supsension spring clip at a distance of 1.7 metre centre to centre, making openings for light fittings etc. with suitable peimeter framing all complet e as per manufacturer's recommendation and directions of the Engineer-in-Charge. (Note: Measurement shall be made wall to wall witho ut any deduction for openings, for payment purpose). | Item 50.1270 | 171 | SQM |
| 246 | 246 | Extra over above item for providing perforated panels with non-woven tissue glued to panels. | Item 50.1280 | 171 | SQM |
| 247 | 247 | Providing and laying 20 mm thick pre-cast cement concrete tiles of mix 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregates 1 2.5 mm nominal thickness) grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing compund by w eight of cement over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) finished neat etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. | Item 50.1290 | 1691 | SQM |
| 248 | 248 | 15 mm cement plaster on the rough side of single or half brick wall of mix : | Item 50.1300 | ||
| 249 | 249 | 1:6 (1 cement : 6 fine sand) | Item 50.1310 | 8096 | SQM |
| 250 | 250 | 15 mm cement plaster on rough side of single or half brick wall of mix : | Item 50.1320 | ||
| 251 | 251 | 1:6 (1 cement : 6 coarse sand) | Item 50.1330 | 12695.8 | SQM |
| 252 | 252 | 6 mm cement plaster of mix : | Item 50.1340 | ||
| 253 | 253 | 1:3 (1 cement : 3 fine sand) | Item 50.1350 | 19052.5 | SQM |
| 254 | 254 | Neat cement punning. | Item 50.1360 | 0.75 | SQM |
| 255 | 255 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : | Item 50.1370 | ||
| 256 | 256 | Water thinnable cement primer | Item 50.1380 | 8994 | SQM |
| 257 | 257 | Finishing walls with water proofing cement paint of required shade : | Item 50.1390 | ||
| 258 | 258 | New work (Two or more coats applied @ 3.84 Kg/10 sqm) | Item 50.1400 | 18367 | SQM |
| 259 | 259 | Finishing walls with textured exterior paint of required shade : | Item 50.1410 | ||
| 260 | 260 | 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 50.1420 | 8109 | SQM |
| 261 | 261 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : | Item 50.1430 | ||
| 262 | 262 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | Item 50.1440 | 50 | SQM |
| 263 | 263 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wa ll surface to prepare the surface even and smooth complete. | Item 50.1450 | 8994 | SQM |
| 264 | 264 | Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approv ed brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. | Item 50.1460 | ||
| 265 | 265 | Two coats | Item 50.1470 | 7546 | SQM |
| 266 | 266 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 gra ms/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. | Item 50.1480 | ||
| 267 | 267 | Two coats | Item 50.1490 | 1448 | SQM |
| 268 | 268 | Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150 grams/ litre, of approved brand a nd manufacture, including applying additional coats wherever required to achieve even shade and colour. | Item 50.1500 | ||
| 269 | 269 | Two coats | Item 50.1510 | 105 | SQM |
| 270 | 270 | Providing grooves of uniform size 12x12 mm and up to 15x15 mm in plaster as per approved pattern using wooden battens, nail to the u nder layer including removal of wooden battens repair to the edges of panels and finishing the groove complete as per directions of the Engineer-in-Charge. | Item 50.1520 | 2055 | M |
| 271 | 271 | 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 50.1530 | 2612 | SQM |
| 272 | 272 | Providing and laying Burnt Terracota Tiles 12 mm thick for facia, over walls, sloping RCC Roofs etc. at all levels and locations lai d over and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colour as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specifications and d irections of the Engineer-in-Charge. | Item 50.1540 | 363 | SQM |
| 273 | 273 | Providing and fixing 12 mm thick Elevational Brick Tiles for facia, vertical face of walls, etc. at all levels and locations laid ov er and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colo ur as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specification and direct ions of the Engineer-in-Charge. | Item 50.1550 | 266 | SQM |
| 274 | 274 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of t he Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtai ned. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations.] | Item 50.1560 | ||
| 275 | 275 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | Item 50.1570 | 29 | CUM |
| 276 | 276 | 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 p ermission 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 50.1580 | 29 | CUM |
| 277 | 277 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable materi al 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 50.1590 | ||
| 278 | 278 | In cement mortar | Item 50.1600 | 29 | CUM |
| 279 | 279 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations . (3) Cutting of steel shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge.] | Item 50.1610 | 190 | KG |
| 280 | 280 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of the Engineer-in-Charge. | Item 50.1620 | 59 | CUM |
| 281 | 281 | Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, tr ansporting, unloading to approved municipal dumping ground or as approved by the Engineer-in-Charge, beyond 50 m initial lead, for a ll leads including all lifts involved. | Item 50.1630 | 119 | CUM |
| 282 | 282 | Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the s ub grade and disposal of surplus earth with lead up to 50 metres. | Item 50.1640 | 5900 | SQM |
| 283 | 283 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including prepari ng the surface & cleaning with mechanical broom.: | Item 50.1650 | ||
| 284 | 284 | With medium setting bitumen emulsion : | Item 50.1660 | ||
| 285 | 285 | On W.B.M/ W.M.M. @ 0.4 Kg/sqm | Item 50.1670 | 1320 | SQM |
| 286 | 286 | Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen o f suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propel led/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specifie d values of compaction and surface accuracy : | Item 50.1680 | ||
| 287 | 287 | For 50 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm gra ded @ 0.15 cum per 10 sqm with paving asphalt grade VG-10 @ 50 kg/10 sqm. | Item 50.1690 | 1320 | SQM |
| 288 | 288 | Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set sprayin g using 98 kg of bitumen of grade VG-10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete. (No te: This item to be operated only with the prior approval of the Engineer-in-Charge.) | Item 50.1700 | 1320 | SQM |
| 289 | 289 | 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 c riteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by usin g 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 di rection of the Engineer-in-Charge. [Notes: (1) Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separate ly. (2) Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separa tely]. | Item 50.1710 | ||
| 290 | 290 | Cement concrete prepared with batch mixing machine | Item 50.1720 | 635 | CUM |
| 291 | 291 | Providing and fixing in position pre-moulded joint filler in expansion joints. (Note: Unit \"CM\" shall mean \"PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH\"). | Item 50.1730 | 8112 | CM |
| 292 | 292 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. : | Item 50.1740 | ||
| 293 | 293 | Using Grade 'A' sealing compound. (Note: Unit \"CM\" shall mean \"PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH\"). | Item 50.1750 | 1059 | CM |
| 294 | 294 | Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS :164, on bituminous surface in white/ yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign mate rial etc. complete.: | Item 50.1760 | ||
| 295 | 295 | New work (Two or more coats) | Item 50.1770 | 80 | SQM |
| 296 | 296 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic materi al by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank hea ter and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the ro ad surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of the Engineer-in-Charge and accorda nce with applicable specifications. | Item 50.1780 | 176 | SQM |
| 297 | 297 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wi re or nuts, bolts and washers as required complete as per the direction of the Engineer-in-Charge. | Item 50.1790 | ||
| 298 | 298 | Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade. | Item 50.1800 | 361 | SQM |
| 299 | 299 | Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thicknes s with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per s pecifications and directions of the Engineer-in-Charge. | Item 50.1810 | ||
| 300 | 300 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | Item 50.1820 | 622 | CUM |
| 301 | 301 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specific ation including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfin isher in sub-base/ base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of the Engineer-in-Charge. | Item 50.1830 | 330 | CUM |
| 302 | 302 | 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 th e 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 o f the Engineer-in-Charge. | Item 50.1840 | ||
| 303 | 303 | 60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern. | Item 50.1850 | 4064 | SQM |
| 304 | 304 | Supplying & fixing in position pre-cast cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate) kerb stone of size 450 mm high, 150 mm average thick & 600 mm long, each stone joined with 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) over a base of cement mortar, including excavation, bed concrete 300 wide & 100 thick in cement concrete 1:3:6 concrete, painting of expos d surfaces etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and d irection of Site Engineer. | Item 50.1860 | 2858 | M |
| 305 | 305 | Supplying and fixing Road Hump of minimum size 350 mm width x 50 mm thick made of Carbon Black mixed Rubber with Additive of LDPE fo r reinforcement & UV resistant colouring agent of black & yellow colour with 4 reflective glass beads, of weight not less than 16 Kg /metre, and capacity to withstand minimum 35 tonne weight (moving vehicle load) including cleaning the road surface of all dirt, sca les, oil, grease and foreign material etc. and fixing the hump on the Road top as per manufactures specifications with necessary fas teners complete in all respects inclusive of cost of all labour, materials, fasteners, tools, tackles etc. as per specification and direction of the Engineer-in-Charge. | Item 50.1870 | 140 | M |
| 306 | 306 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS:7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : | Item 50.1880 | ||
| 307 | 307 | W.C. pan with ISI marked white solid plastic seat and lid. | Item 50.1890 | 11 | EA |
| 308 | 308 | Providing and fixing white vitreous china pedestal type water closet (European type) (Ref. Make: HINDWARE, Model: Cat No.-20058 or e quivalent approved) with seat and lid, 10 litre low level white vitreous china dual flushing cistern (Ref. Make: HINDWARE, Model: Ca t No.-21028 or equivalent approved) & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with spe cials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and bracket s, cutting and making good the walls and floors wherever required : | Item 50.1900 | ||
| 309 | 309 | W.C. pan with ISI marked white solid plastic seat and lid | Item 50.1910 | 2 | EA |
| 310 | 310 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I cl amps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : | Item 50.1920 | ||
| 311 | 311 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Item 50.1930 | 11 | EA |
| 312 | 312 | Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern | Item 50.1940 | 1 | EA |
| 313 | 313 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, includ ing painting of fittings and brackets, cutting and making good the walls wherever require : | Item 50.1950 | ||
| 314 | 314 | White Vitreous China Wash basin size 550x400 mm (Ref. Make: HINDWARE, Model: Cat No.-10010 or equivalent approved) with a pair of 15 mm C.P. brass pillar taps | Item 50.1960 | 2 | EA |
| 315 | 315 | White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap | Item 50.1970 | 21 | EA |
| 316 | 316 | Providing and fixing 8 mm dia C.P./ S.S. Jet with flexible tube up to 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by the Engineer-in-Charge. | Item 50.1980 | 2 | EA |
| 317 | 317 | Providing and fixing C.P. Brass 32 mm size Bottle Trap of approved quality & make and as per the direction of the Engineer-in-Charge . | Item 50.1990 | 5 | EA |
| 318 | 318 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete : | Item 50.2000 | ||
| 319 | 319 | Semi Rigid Pipe : | Item 50.2010 | ||
| 320 | 320 | 32 mm diameter | Item 50.2020 | 5 | EA |
| 321 | 321 | Flexible Pipe : | Item 50.2030 | ||
| 322 | 322 | 32 mm diameter | Item 50.2040 | 21 | EA |
| 323 | 323 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Item 50.2050 | 8 | EA |
| 324 | 324 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board grou nd fixed to wooden cleats with C.P. brass screws and washers complete. | Item 50.2060 | 21 | EA |
| 325 | 325 | Providing and fixing toilet paper holder : | Item 50.2070 | ||
| 326 | 326 | C.P. Brass (Ref. Make: JAQUAR, Model: Cat. No.-1151 or approved equivalent). | Item 50.2080 | 13 | EA |
| 327 | 327 | Providing and fixing soil, waste and vent pipes : | Item 50.2090 | ||
| 328 | 328 | 100 mm diameter | Item 50.2100 | ||
| 329 | 329 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS:3989 | Item 50.2110 | 82 | M |
| 330 | 330 | Providing and fixing plain bend of required degree : | Item 50.2120 | ||
| 331 | 331 | 100 mm diameter : | Item 50.2130 | ||
| 332 | 332 | Sand Cast Iron S&S as per IS:3989 | Item 50.2140 | 9 | EA |
| 333 | 333 | Providing and fixing double equal plain junction of required degree : | Item 50.2150 | ||
| 334 | 334 | 100x100x100x100 mm : | Item 50.2160 | ||
| 335 | 335 | Sand Cast Iron S&S as per IS:3989 | Item 50.2170 | 3 | EA |
| 336 | 336 | Providing and fixing single equal plain junction of required degree : | Item 50.2180 | ||
| 337 | 337 | 100x100x100x100 mm : | Item 50.2190 | ||
| 338 | 338 | Sand Cast Iron S&S as per IS:3989 | Item 50.2200 | 3 | EA |
| 339 | 339 | Providing and fixing collar : | Item 50.2210 | ||
| 340 | 340 | 100 mm : | Item 50.2220 | ||
| 341 | 341 | Sand Cast Iron S&S as per IS:3989 | Item 50.2230 | 3 | EA |
| 342 | 342 | Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe : | Item 50.2240 | ||
| 343 | 343 | 100 mm diameter : | Item 50.2250 | ||
| 344 | 344 | SS-304 grade coupling with EPDM rubber | Item 50.2260 | 12 | EA |
| 345 | 345 | Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : | Item 50.2270 | ||
| 346 | 346 | 100 mm | Item 50.2280 | 15 | EA |
| 347 | 347 | Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : | Item 50.2290 | ||
| 348 | 348 | 100 mm diameter pipe | Item 50.2300 | 29 | M |
| 349 | 349 | Providing and fixing glazed vitreous China Oval wash basin of 560x410 mm size (Ref. Make: HINDWARE, Model: Cat No.-10017 or equivale nt approved) with M.S. or C.I. brackets painted white, C.P. brass chain with rubber plug, 32mm C.P. brass waste coupling of standard pattern, 32mm C.P. brass bottle trap and union, 32mm diameter C.P. pipes to wall flange etc. including cutting and making good the walls & floors wherever required, etc. complete in all respects inclusive of cost of all required fittings, fixtures, materials, lab our, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. | Item 50.2310 | ||
| 350 | 350 | White Colour | Item 50.2320 | 3 | EA |
| 351 | 351 | Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to IS-15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre spacing. This includes testing of joints complete as per direction of the Engi neer-in-Charge. | Item 50.2330 | ||
| 352 | 352 | 2025 (25 mm OD) pipe | Item 50.2340 | 53 | M |
| 353 | 353 | 2532 (32 mm OD) pipe | Item 50.2350 | 53 | M |
| 354 | 354 | (Exposed on Wall)Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of the Engineer-In-Charge. | Item 50.2360 | ||
| 355 | 355 | 15 mm nominal outer dia pipes | Item 50.2370 | 53 | M |
| 356 | 356 | 20 mm nominal outer dia pipes | Item 50.2380 | 61 | M |
| 357 | 357 | (Concealed Work)Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of the Engineer-In-Charge. | Item 50.2390 | ||
| 358 | 358 | 15 mm nominal outer dia pipes | Item 50.2400 | 158 | M |
| 359 | 359 | 20 mm nominal outer dia pipes | Item 50.2410 | 192 | M |
| 360 | 360 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refil ling & testing of joints complete as per direction of the Engineer-In-Charge. | Item 50.2420 | ||
| 361 | 361 | 20 mm nominal outer dia pipes | Item 50.2430 | 30 | M |
| 362 | 362 | 40 mm nominal outer dia pipes | Item 50.2440 | 100 | M |
| 363 | 363 | 50 mm nominal outer dia pipes | Item 50.2450 | 125 | M |
| 364 | 364 | 75 mm nominal outer dia pipes | Item 50.2460 | 1082 | M |
| 365 | 365 | 100 mm nominal outer dia pipes | Item 50.2470 | 90 | M |
| 366 | 366 | Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (co st of water meter and stop cock to be paid separately). | Item 50.2480 | 11 | EA |
| 367 | 367 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : | Item 50.2490 | ||
| 368 | 368 | 25 mm nominal bore | Item 50.2500 | 21 | EA |
| 369 | 369 | 32 mm nominal bore | Item 50.2510 | 21 | EA |
| 370 | 370 | 40 mm nominal bore | Item 50.2520 | 1 | EA |
| 371 | 371 | 50 mm nominal bore | Item 50.2530 | 2 | EA |
| 372 | 372 | Providing and fixing ball valve (brass) of approved quality, high or low pressure, with plastic floats complete : | Item 50.2540 | ||
| 373 | 373 | 20 mm nominal bore | Item 50.2550 | 5 | EA |
| 374 | 374 | Providing and fixing Un-plasticised PVC (UPVC) connection pipe with brass unions: | Item 50.2560 | ||
| 375 | 375 | 45 cm length : | Item 50.2570 | ||
| 376 | 376 | 20 mm nominal bore | Item 50.2580 | 17 | EA |
| 377 | 377 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank (Ref. Make: SINTEX or approved equivalent), I S:12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but with out fittings and the base support for tank. | Item 50.2590 | ||
| 378 | 378 | Circular Tank | Item 50.2600 | 1000 | L |
| 379 | 379 | Rectangular Tank | Item 50.2610 | 5250 | L |
| 380 | 380 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms . | Item 50.2620 | ||
| 381 | 381 | 15 mm nominal bore | Item 50.2630 | 21 | EA |
| 382 | 382 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS-8931 : | Item 50.2640 | ||
| 383 | 383 | 15 mm nominal bore | Item 50.2650 | 2 | EA |
| 384 | 384 | Providing and fixing 15mm diameter C.P. brass tap as per following with C.P. brass flange including cutting & making good the walls wherever required, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specificatio ns and directions of the Engineer-in-Charge. : | Item 50.2660 | ||
| 385 | 385 | Bib Cock (Ref. Make: JAQUAR, Model: Cat. No. 0021 or approved equivelent) | Item 50.2670 | 47 | EA |
| 386 | 386 | Providing and fixing 15mm diameter C.P. brass angle valve as per following with C.P. copper connecting pipe 375mm long or as require d including nuts, washers, C.P. brass flange, etc. including cutting & making good the walls wherever required, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Ch arge. | Item 50.2680 | ||
| 387 | 387 | Angle Valve (Ref. Make: JAQUAR, Model: Cat. No. 0053 or approved equivalent) | Item 50.2690 | 42 | EA |
| 388 | 388 | Providing and fixing 15mm diameter C.P. brass stop cock with wall flange (Ref. Make: JAQUAR, Model: Cat. No. 0933 or approved equiva lent), male end with C.P. copper connecting pipe 375mm long or as required including nuts, washers, C.P. brass flange etc. including cutting & making good the walls wherever required complete in all respects inclusive of cost of all materials, labour, tools, tackl es etc. as per specifications and directions of the Engineer-in-Charge. | Item 50.2700 | 42 | EA |
| 389 | 389 | Providing and fixing the following washroom fittings, complete in all respects; inclusive of cost of all materials, labour, tools, t ackles etc. as per specifications and directions of the Engineer-in-Charge. : | Item 50.2710 | ||
| 390 | 390 | Stainless steel liquid soap container (spring loaded push type) with lid and brackets fixed to P.V.C. cleats with C.P. brass screws, etc. | Item 50.2720 | 26 | EA |
| 391 | 391 | C.P. brass double coat hook (Ref. Make: JAQUAR, Model: Cat. No. 1161 or approved equivalent). | Item 50.2730 | 21 | EA |
| 392 | 392 | Providing and fixing approved quality C.P. brass Towel Rail of 20mm diameter & 600mm long including C.P. brass brackets fixed with w ooden cleats and C.P. brass screws etc. complete. | Item 50.2740 | 2 | EA |
| 393 | 393 | Providing and fixing C.P. brass Towel Ring 300mm diameter, fixed to P.V.C. cleats with C.P. brass screws, etc. complete. | Item 50.2750 | 2 | EA |
| 394 | 394 | Providing & fixing 6mm thick, copper back finish, looking mirror of required size, made of float sheet glass of best quality & appro ved make, over 12mm thick marine board fixed to rawl plug with round head screws & washers including teakwood beading with melamine polish all around, complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications an d directions of the Engineer-in-Charge. | Item 50.2760 | 4 | SQM |
| 395 | 395 | Providing, laying and jointing glazed stoneware pipes Class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cem ent : 1 fine sand) including testing of joints etc. complete : | Item 50.2770 | ||
| 396 | 396 | 150 mm diameter | Item 50.2780 | 208 | M |
| 397 | 397 | 200 mm diameter | Item 50.2790 | 158 | M |
| 398 | 398 | 250 mm diameter | Item 50.2800 | 158 | M |
| 399 | 399 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg a s per standard design : | Item 50.2810 | ||
| 400 | 400 | 100x100 mm size P-type : | Item 50.2820 | ||
| 401 | 401 | With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 | Item 50.2830 | 45 | EA |
| 402 | 402 | Providing and laying non-pressure NP-2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in t he proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : | Item 50.2840 | ||
| 403 | 403 | 250 mm dia. R.C.C. pipe | Item 50.2850 | 210 | M |
| 404 | 404 | 300 mm dia. R.C.C. pipe | Item 50.2860 | 210 | M |
| 405 | 405 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cem ent mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. : | Item 50.2870 | ||
| 406 | 406 | For pipes 250 to 300 mm diameter | Item 50.2880 | 2 | EA |
| 407 | 407 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 Kg and weight of frame 15 Kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone-III) : 10 graded stone aggregate 40 mm nom inal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : | Item 50.2890 | ||
| 408 | 408 | Inside dimensions 455x610 mm and 45 cm deep for single pipeline : | Item 50.2900 | ||
| 409 | 409 | With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 | Item 50.2910 | 11 | EA |
| 410 | 410 | Inside dimensions 500x700 mm and 45 cm deep for pipeline with one or two inlets : | Item 50.2920 | ||
| 411 | 411 | With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 | Item 50.2930 | 1 | EA |
| 412 | 412 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diam eter, 1.8 m long complete as per standard design. : | Item 50.2940 | ||
| 413 | 413 | With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 | Item 50.2950 | 12 | EA |
| 414 | 414 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of ceme nt mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. : | Item 50.2960 | ||
| 415 | 415 | 450 mm dia RCC pipes | Item 50.2970 | 239 | M |
| 416 | 416 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cemen t mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. : | Item 50.2980 | ||
| 417 | 417 | 600 mm dia RCC pipes | Item 50.2990 | 14 | M |
| 418 | 418 | Constructing brick masonry Septic Tank with brickwork in cement mortar 1:6 including R.C.C. 1:2:4 (1 cement : 2 sand : 4 graded coar se aggregate) top slab, C.I. cover all as per standard drawing, etc. complete in all respects inclusive of cost of all materials, la bour, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. | Item 50.3000 | ||
| 419 | 419 | For 30 Users | Item 50.3010 | 1 | EA |
| 420 | 420 | For 10 Users | Item 50.3020 | 11 | EA |
| 421 | 421 | Constructing percolation pit of size 3.0m diameter and 2.0m deep, filled with 40 mm size brick ballast including providing suitable pre-cast RCC covers with lifting lugs, laying of 150mm diameter x 5.0m long U.P.V.C. pipe embedded in pit/ outlet pipe all complete as per specification and directions of the Engineer-in-Charge. | Item 50.3030 | 11 | EA |
| 422 | 422 | Providing and fixing self cleaning S.C.I. heavy quality Floor/ Nahani trap with 100mm diameter inlet and 100mm diameter outlet, 125m m C.P. brass grating (heavy type) with or without vent arm including cost of cutting and making good the walls and floors, jointing with lead caulked joints, connecting with waste water pipe etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. | Item 50.3040 | 47 | EA |
| 423 | 423 | Providing and fixing 32mm diameter (Nominal Bore) brass ball valve of approved quality complete with high pressure copper floats, co mplete in all respects inclusive of cost of all materials, labour, tools, tackles, etc. complete as per specifications and direction s of the Engineer-in-Charge. | Item 50.3050 | 11 | EA |
| 424 | 424 | Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid ov er a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including mak ing haunches and providing 15mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside and its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per standard desi gn and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling, curing etc ., as per specifications of the Engineer-in-Charge. | Item 50.3060 | 5728 | M |
| 425 | 425 | Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick fo undation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm size) and inside and top plastering (15mm thic k) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections to dr ains inclusive of all labour, material, equipment, etc., all complete as per drawing and directions of the Engineer-in-Charge. | Item 50.3070 | ||
| 426 | 426 | 750mm x 750mm x depth up to 1000mm inner dimensions | Item 50.3080 | 11 | EA |
| 427 | 427 | 600mm x 600mm x depth up to 750mm inner dimensions | Item 50.3090 | 14 | EA |
| 428 | 428 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and lengt h below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the le ngth of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads [No tes: (1) Length of pile for payment shall be measured up to bottom of pile cap. (2) Truck Mounted rotary/ TMR/ Tubewell boring machi ne shall not be used] : | Item 50.3100 | ||
| 429 | 429 | 450 mm diameter piles | Item 50.3110 | 2040 | M |
| 430 | 430 | Vertical load testing of piles in accordance with IS:2911 (Part-IV) including installation of loading platform by Kentledge/ Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per sp ecification & the direction of the Engineer-In-Charge. [Notes : (1) Initial and Routine Load Test shall not be carried out by Dynami c method of testing. (2) Testing agency shall submitt the design of loading platform for the approval of the Engineer-In-Charge.] : | Item 50.3120 | ||
| 431 | 431 | Single pile up to 50 tonne Safe Capacity : | Item 50.3130 | ||
| 432 | 432 | Initial Test (Test Load 2.5 times the Safe Capacity). (Note: Unit \"EA\" shall mean \"PER TEST\"). | Item 50.3140 | 10 | EA |
| 433 | 433 | Routine Test (Test Load 1.5 times the Safe Capacity). (Note: Unit \"EA\" shall mean \"PER TEST\"). | Item 50.3150 | 10 | EA |
| 434 | 434 | Single pile above 50 tonne and up to 100 tonne Safe Capacity : | Item 50.3160 | ||
| 435 | 435 | Initial Test (Test Load 2.5 times the Safe Capacity). (Note: Unit \"EA\" shall mean \"PER TEST\"). | Item 50.3170 | 1 | EA |
| 436 | 436 | Routine Test (Test Load 1.5 times the Safe Capacity). (Note: Unit \"EA\" shall mean \"PER TEST\"). | Item 50.3180 | 1 | EA |
| 437 | 437 | Cyclic vertical load testing of pile in accordance with IS Code of practice IS:2911 (Part-IV) by Kentledge method including preparat ion of pile head etc. for : | Item 50.3190 | ||
| 438 | 438 | Single pile : | Item 50.3200 | ||
| 439 | 439 | Up to 50 tonne Safe Capacity pile. (Note: Unit \"EA\" shall mean \"PER TEST\"). | Item 50.3210 | 10 | EA |
| 440 | 440 | Group of two or more piles : | Item 50.3220 | ||
| 441 | 441 | Up to 400 tonne Safe Capacity of group. (Note: Unit \"EA\" shall mean \"PER TEST\"). | Item 50.3230 | 10 | EA |
| 442 | 442 | Lateral load testing of single pile in accordance with IS Code of practice IS:2911 (Part-IV) for determining safe allowable lateral load on pile : | Item 50.3240 | ||
| 443 | 443 | Up to 50 tonne capacity pile. (Note: Unit \"EA\" shall mean \"PER TEST\"). | Item 50.3250 | 10 | EA |
| 444 | 444 | 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/ neopre ne gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural d rawings and the directions of the Engineer-In-Charge. (Glazing, paneling and dash fasteners to be paid for separately) : | Item 50.3260 | ||
| 445 | 445 | For fixed portion : | Item 50.3270 | ||
| 446 | 446 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) | Item 50.3280 | 720 | KG |
| 447 | 447 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittin gs wherever required including the cost of EPDM rubber/ neoprene gasket required. (Fittings shall be paid for separately) : | Item 50.3290 | ||
| 448 | 448 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) | Item 50.3300 | 1144 | KG |
| 449 | 449 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket et c. complete as per the architectural drawings and the directions of Engineer-In-Charge. (Cost of aluminium snap beading shall be pai d in basic item) : | Item 50.3310 | ||
| 450 | 450 | With float glass panes of 5.50 mm thickness | Item 50.3320 | 245 | SQM |
| 451 | 451 | 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. : | Item 50.3330 | ||
| 452 | 452 | With stainless steel cover plate minimum 1.25 mm thickness | Item 50.3340 | 58 | EA |
| 453 | 453 | Providing and fixing stainless steel (SS 304 Grade) adjustable friction windows stays of approved quality with necessary stainless s teel screws etc. to the side hung windows as per direction of the Engineer-In-Charge complete. : | Item 50.3350 | ||
| 454 | 454 | 205 X 19 mm | Item 50.3360 | 33 | EA |
| 455 | 455 | Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per d irection of the Engineer-In-Charge. | Item 50.3370 | ||
| 456 | 456 | Powder coated (Minimum thickness 50 micron) aluminium tubular handle bar | Item 50.3380 | 68 | EA |
| 457 | 457 | Providing and fixing 100 mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making g ood etc. complete. | Item 50.3390 | 55 | EA |
| 458 | 458 | Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complet e. | Item 50.3400 | ||
| 459 | 459 | Powder coated (Minimum thickness 50 micron) Aluminium | Item 50.3410 | 33 | EA |
| 460 | 460 | Providing and fixing aluminium round shape handle of outer diameter 100 mm with SS screws etc. complete as per direction of the Engi neer-In-Charge. | Item 50.3420 | ||
| 461 | 461 | Powder coated (Minimum thickness 50 micron) Aluminium | Item 50.3430 | 26 | EA |
| 462 | 462 | Filling the gap in between Aluminium/ Stone/ Wood frame and adjacent RCC/ Brick/ Stone/ Wood/ Ceramic/ Gypsum work by providing weat her/ structural non-sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction of th e Engineer-In-Charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600. | Item 50.3440 | ||
| 463 | 463 | Up to 5 mm depth and 5 mm width | Item 50.3450 | 175 | M |
| 464 | 464 | Providing and fixing, on fixed glazing/ doors/ window panes, sun control film \"HP NATURAL 35 SAFETY COMBINATION FILM-4Mil\" of M/s. G ARWARE or approved equivalent make and shade, all complete as per manufacturer's specification and as per instructions of the Engine er-in-Charge. | Item 50.3460 | 213 | SQM |
| 465 | 465 | Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, blac k finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of me mbrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemi cal parameters of the membrane shall be as under : (a) Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5 cm. (b) Tear strength in longitudinal and transverse direction as 300/250N. (c) Softening point of membrane not less than 150°C. (d) Cold flexibility shall be up to -2°C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : | Item 50.3470 | ||
| 466 | 466 | 3 mm thick | Item 50.3480 | 1691 | SQM |
| 467 | 467 | Supplying and using water proofing compound like CICO, PUDDLE or any other approved brand with Cement Plaster/ CC/ RCC complete in a ll respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Sit e Engineer. | Item 50.3490 | 1590.72 | KG |
| 468 | 468 | Boring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS:2800 (Part-I), including c ollecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all eq uipment, tools, plants & machineries required for the job, all complete as per direction of the Engineer-In-Charge, up to 90 metre d epth below ground level. | Item 50.3500 | ||
| 469 | 469 | All types of soil : | Item 50.3510 | ||
| 470 | 470 | 300 mm diameter | Item 50.3520 | 70 | M |
| 471 | 471 | Rocky strata including boulders : | Item 50.3530 | ||
| 472 | 472 | 300 mm diameter | Item 50.3540 | 20 | M |
| 473 | 473 | Supplying, assembling, lowering and fixing in vertical position in bore well, Un-plasticized PVC medium well casing (CM) pipe of req uired dia, conforming to IS:12818, including required hire and labour charges, fittings & accessories etc. all complete, for all dep ths, as per direction of the Engineer-In-Charge. | Item 50.3550 | ||
| 474 | 474 | 150 mm nominal size diameter | Item 50.3560 | 70 | M |
| 475 | 475 | Supplying, assembling, lowering and fixing in vertical position in bore well Un-plasticized P.V.C. medium well screen (RMS) pipes wi th ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per d irection of the Engineer-In-Charge. | Item 50.3570 | ||
| 476 | 476 | 150 mm nominal size diameter | Item 50.3580 | 20 | M |
| 477 | 477 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of the Engineer-In-Charge. | Item 50.3590 | 11 | CUM |
| 478 | 478 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulde rs, in required thickness, for all leads & lifts, all complete as per direction of the Engineer-In-Charge. | Item 50.3600 | 11 | CUM |
| 479 | 479 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of the Engineer-In-Charge. | Item 50.3610 | 11 | CUM |
| 480 | 480 | Gravel packing in tubewell construction in accordance with IS:4097, including providing gravel fine/ medium/ coarse, in required gra ding & sizes as per actual requirement, all complete as per direction of the Engineer-In-Charge. | Item 50.3620 | 3 | CUM |
| 481 | 481 | Development of tube well in accordance with IS:2800 (Part-I) and IS:11189, to establish maximum rate of usable water yield without s and content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \"V\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of the E ngineer-In-Charge. (Note: Unit \"H\" shall mean \"PER HOUR\"). | Item 50.3630 | 30 | H |
| 482 | 482 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, remova ble as per requirement, all complete for borewell of : | Item 50.3640 | ||
| 483 | 483 | 150 mm diameter | Item 50.3650 | 1 | EA |
| 484 | 484 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS:2800 (Part-I), including ne cessary bolts & nuts of required size complete. : | Item 50.3660 | ||
| 485 | 485 | 150 mm clamp | Item 50.3670 | 1 | EA |
| 486 | 486 | Providing and fixing Bail plug/ Bottom plug of required diameter to the bottom of pipe assembly of tubewell as per IS:2800 (Part-I). : | Item 50.3680 | ||
| 487 | 487 | 150 mm diameter | Item 50.3690 | 1 | EA |
| 488 | 488 | Supplying, providing, installation, testing & commissioning of sub-mersible pump-cum-motor of approved make capable of delivering 30 0 Litre Per Minute (LPM) to required head with starter, wiring from starter to motor and incoming feeder to starter including pipe w ith all attachment complete in all respects inclusive of cost of all labour, materials, tools, tackles, etc. as per drawings, specif ications and directions of the Engineer-in-Charge. | Item 50.3700 | ||
| 489 | 489 | 10.0 HP | Item 50.3710 | 1 | EA |
| 490 | 490 | 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 o f the Engineer-in-Charge.) | Item 50.3720 | 263 | KG |
| 491 | 491 | Providing & installing 800 mm dia. stone columns of approximate depth 10 m from the bottom of trench (as per drawing) with well grad ed stone of 100 mm down size as per approved construction procedure including all labour, materials, transportation, consumables, e quipment, mobilisation and de-mobilisation of equipment, disposal of surplus materials, cost of all tests, stacking of stones for me asurement etc. complete in all respect as per specification, approved drawings & directions of the Engineer-in-Charge. | Item 50.3730 | 0.75 | M |
| 492 | 492 | Supply and construction of sand pad foundation consisting of well graded coarse sand spread in layers not exceeding 200 mm in loose thickness over the area, so as to achieve relative density of 90% as indicated in drawing including all materials, labour, equipment (like vibratory roller, vibro-rammer & vibrators, etc.) transportation, tests, lead and lift etc. as per specifications and directi ons of the Site Engineer/ Engineer-in-Charge complete up to the satisfaction of Engineer-in-Charge. | Item 50.3740 | 0.9 | CUM |
| 493 | 493 | Supplying and laying of 75 mm thick Anticorrosive bituminous carpet under steel storage tanks (i.e. over compacted moorum) with scre ened dry coarse sand mixed with bitumen, dressing to the required slopes to form hard mass of specified compacted thickness using ro llers/ rammers all complete as per specifications and directions of the Site Engineer/ Engineer-in-Charge. | Item 50.3750 | 0.19 | SQM |
| 494 | 494 | Supply and constructing a Crushed Stone Ring Beam below each tank shell, all-round, consisting of crushed stone of size 50 mm down l aid in two layers (each layer duly compacted to form a hard core ring), filling of voids/ pockets with medium to coarse sand, cappin g with a compacted sand layer all complete as per drawing, specifications and direction of the Site Engineer/ Engineer-in-Charge. | Item 50.3760 | 0.23 | CUM |
| 495 | 495 | Construction of open surface drain complete as per drawing including necessary excavation, refilling, disposal of surplus earth, pro viding and laying one layer of flat brick and cement concrete 1:3:6 (150 mm thick) at bottom, lining with brick masonry in cement mo rtar 1:4 (1 cement : 4 coarse sand), plastering exposed surface with 18 mm thick cement mortar 1:4 1:4 (1 cement : 4 coarse sand) wi th a floating coat of neat cement, rounding off corners etc. complete as per specification, drawing and directions of the Site Engin eer/ Engineer-in-Charge. | Item 50.3770 | ||
| 496 | 496 | 450 mm x 450 mm rectangular section radial drain. | Item 50.3780 | 264 | M |
| 497 | 497 | Providing and making Construction/ Contraction joint by mechanically cutting 12mm x 25mm deep groove and filling with bituminous sea ling compound including cleaning etc. complete as per drawing, specifications and directions of the Engineer-in-Charge. | Item 50.3790 | 1808 | M |
| 498 | 498 | Providing and fixing 75mm diameter P.V.C. pipe (4 Kg/sq.cm) for Weep Holes in Masonry/ RCC wall including providing 230x230x230 mm s ize (approx.) filter using pebles of 40mm & down size in every weep hole on retaining side etc. complete in all respects inclusive o f cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. | Item 50.3800 | 1146 | M |
| 499 | 499 | Supply, installation, testing & commissioning of Turbo Roof Air Ventilators of Fan Size- 24 inch (neck/ throat dia.), Ventilator Dia meter- 30 inch, Ventilator Base (FRP)- standard width 1.8m x dome height 750mm, Opening for ventilation dome- 860mm x 680mm x 608mm, thickness 2mm etc. complete in all respects and as per specifications and directions of the Engineer-in-Charge. | Item 50.3810 | 2 | EA |
| 500 | 500 | Electrical Works - TCP Works | Item 00060 | ||
| 501 | 501 | 10 SERVICES | Item 60.A | ||
| 502 | 502 | Pipe to Soil potential Readings : Measurement, recording and submission of Pipe to Soil Potential readings by connecting / disconnec ting the Mg anodes (for achieving optimal protection through TLPs) along the entire pipeline and at stations, including preparing an d submiting relative PSP profile and other relevant data pertaining to the cathodic protection of the pipeline, including cost of al l 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 60.A.10 | 672 | EA |
| 503 | 503 | Pearson survey :-Conducting Pearson Survey over the buried line in the right of way including the cost of all competent manpower, tr ansportation 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 suggest ion for remedial measures etc. including the submission of draft reports in 2 sets and incorporation of owner's comments in the draf t report and final reports in 3 sets including one reproducible containing the survey results complete in all respects | Item 60.A.20 | 142 | KM |
| 504 | 504 | 20 COMPOSITES | Item 60.B | ||
| 505 | 505 | Magnesium Anode : Supply, Installation , testing and commisioning of Magnesium anode (minimum 5 Kg each) including its tail cable o f size of 1c x 10 sq.mm. XLPE/ PVC insulated stranded copper cable of total length 10 meter including PVC cap, special back-fill mat erial ( filled in cotton sack) with sealing compound complete in all respect including its excavations, back filling etc. as per spe cifications 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 60.B.10 | 164 | EA |
| 506 | 506 | \"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 t erminal bolts, neoprene gasket for front door, vandal proof concealed lock, etc as per latest revision of Standard AFC drawing (9200 -99900-404-603-03 : STD-483). The work includes providing requisite concrete foundation of 600 mm x 600 mm x 800 mm at site, inclu ding MS hard pipe for cable entry through foundation, erection of the TLP over concrete foundation, termination of cables to the bra ss terminal bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazing technique), repairing the damage to c oat & 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) an d size, lugs etc. The work includes supply and fixing of a non-corrosive name plate containing the details like KM location, identif ication, TLP No., direction of flow, connection scheme, type etc., on the side of the TLP box, etc. The name plate shall also includ e the details of corrosion coupon wherever installed, all as per the direction and specification detailed in the document complete w ith tools, tackles & other necessary requirement. The work complete in all respects including all materials, tools, tackles, labour as per tender specifications, AFC drawings & directions of the Site Engineer/Engineer-In-Charge.\" | Item 60.B.20 | ||
| 507 | 507 | Type A (With Ingress Protection IP:55) | Item 60.B.30 | 96 | EA |
| 508 | 508 | Type B (With Ingress Protection IP:55) | Item 60.B.40 | 72 | EA |
| 509 | 509 | Type C (With Ingress Protection IP:55) | Item 60.B.50 | 1 | EA |
| 510 | 510 | Type D (With Ingress Protection IP:55) | Item 60.B.60 | 9 | EA |
| 511 | 511 | Type DAC (With Ingress Protection IP:55) | Item 60.B.70 | 7 | EA |
| 512 | 512 | Flameproof Type E (With Ingress Protection IP:55) - with inbuilt provision of Voltmeter and Pushbutton for PSP Measurment. | Item 60.B.80 | 12 | EA |
| 513 | 513 | Flameproof Type DMV (With Ingress Protection IP:55) - with inbuilt provision of Voltmeter and Pushbutton for PSP Measurment. | Item 60.B.90 | 12 | EA |
| 514 | 514 | Supply and Installation of CS corrosion coupon with 1 sq. cm bare metal with 2 numbers 4 sq. mm lead of minimum 10 m long lead wit h 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 de tailed in the document complete with tools, tackles & other necessary requirement for preparation of the coupon. The work complete i n all respect shall include supply of all labour, tools etc complete as per the directions of the Site Engineer and as per drawing n o. 9200-99900-404-601-08. | Item 60.B.100 | 35 | EA |
| 515 | 515 | Electrical Works - PCP Works | Item 00070 | ||
| 516 | 516 | 10 SUPPLY | Item 70.A | ||
| 517 | 517 | \"PERMANENT CATHODIC PROTECTION SYSTEM Supply of materials/equipments as given below complete in all respects, as per the specification as detailed in the tender documen t including transportation to site and storing :\" | Item 70.A.10 | ||
| 518 | 518 | \"Solid State Decoupling Device:- Supply of Solid State Diode Decoupling Device of approved make including required length of cable as per specifications for protecti on of MOVs and at HT line crossing locations\" | Item 70.A.20 | 42 | EA |
| 519 | 519 | \"Supply of Surge Arrestors of approved make including required length of cable & as per specifications for protection of insulating couplings:- Spark Gap Surge Arrestorfor above ground and under ground suitable for 100 kA lightening Impulse Current (10/350 micro s), rated spa rk over voltage <= 1.25 kV with connecting cable (EXFS 100 KU of Dehn or eq.)\" | Item 70.A.30 | 22 | EA |
| 520 | 520 | 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 70.A.40 | ||
| 521 | 521 | 48 V DC Operated automatic type Cathodic Protection Power Supply Module (CPPSM) unit of rating 25 V, 25 A DC with with DC-DC convert er & SCADA linkage facility as per specifications | Item 70.A.50 | 3 | EA |
| 522 | 522 | 230 V AC Operated automatic type Cathodic Protection Transformer Rectifier (CPTR) unit of rating 50 V,50 A DC with SCADA linkage fac ility as per specifications | Item 70.A.60 | 1 | EA |
| 523 | 523 | 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 70.A.70 | ||
| 524 | 524 | Junction Box having IP-55 degree of protection | Item 70.A.80 | 1 | EA |
| 525 | 525 | Flameproof,Ex-d,IIA/IIB & Weather proof junction Box of approved make conforming to drg 9200-999000-40402-292-00. | Item 70.A.90 | 8 | EA |
| 526 | 526 | Flameproof,Ex-d,IIA/IIB CJB with accessories for distribution of current among pipelines | Item 70.A.100 | 2 | EA |
| 527 | 527 | 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 DC distribution board with one incomer, 100 A DP MCB & outgoing feeders 1x63A DP MCB & 2x32 A DP MCB | Item 70.A.110 | 1 | EA |
| 528 | 528 | Supply of XLPE insulated , PVC sheathed cable, 1100 v grade conforming to IS: 7098 (P-1) as per specifications and approved make | Item 70.A.120 | ||
| 529 | 529 | Copper Cable size 1cx35 sq. mm Armoured | Item 70.A.130 | 2500 | M |
| 530 | 530 | Copper Cable size 1cx25 sq.mm Armoured | Item 70.A.140 | 100 | M |
| 531 | 531 | Copper Cable size 2cx6 sq.mm Armoured | Item 70.A.150 | 3500 | M |
| 532 | 532 | Copper Cable size 2cx70 sq.mm Armoured | Item 70.A.160 | 150 | M |
| 533 | 533 | Tinned Copper Cable size 1cx10 sq.mm Unarmoured for distributed anodes of station CP system | Item 70.A.170 | 150 | M |
| 534 | 534 | Supply of Cu- CuSO4 Half cell as per specifications of approved make | Item 70.A.180 | ||
| 535 | 535 | PERMANENT HALF CELL:- Supply of Cu- Cuso4 permanent Half cell with minimum 10 m length of tail cable, as per specifications of app roved make | Item 70.A.190 | 19 | EA |
| 536 | 536 | PORTABLE HALF CELL:- Supply of Cu- Cuso4 portable Half cell, as per specifications of approved make | Item 70.A.200 | 2 | EA |
| 537 | 537 | Supply of Pipe cum cable locator of approved make as per specifications complete in all respects | Item 70.A.210 | 1 | EA |
| 538 | 538 | Supply of hand held data logger for ON/OFF PSP measurement alongwith carrying case, data downloading cable and other required access ories complete as per specifications and approved make | Item 70.A.220 | 1 | EA |
| 539 | 539 | Supply of Four pin Soil Resistivity Meter with output maximum 80 wattt / upto 200 mA stabilised current output along with required accessories complete as per specifications and approved make | Item 70.A.230 | 1 | EA |
| 540 | 540 | Digital Multimeter with data logging, trend capturing and graphic display facility like Fluke 289 or eq.along with required accesso ries complete as per specifications and approved make | Item 70.A.240 | 1 | EA |
| 541 | 541 | 20 SERVICES | Item 70.B | ||
| 542 | 542 | \"Solid State Decoupling Device:- Installation of solid state decoupling device as per specifications including terminating the cables in the TLP box with cable lugs, sealing material, laying of cable, testing & commissioning of Zinc anodes etc. all complete with required material, excavation, bac kfilling etc. as per specification and directions of Site Engineer/ Engineer-in-Charge.\" | Item 70.B.10 | 42 | EA |
| 543 | 543 | \"SURGE ARRESTOR/SPARK GAP ARRESTOR:- Installation of surge arrestors including terminating the cables, laying of cable, testing & commissioning of surge arrestors etc. a ll complete with required material, excavation, backfilling etc. as per specification and directions of Site Engineer / Engineer-in -Charge.\" | Item 70.B.20 | 22 | EA |
| 544 | 544 | \"PERMANENT HALF CELL:- Installation of permanent half cells including connecting the cable in the TLP etc. with cable lugs, sealing material, laying of cab le, testing & commissioning of cell etc. all complete with required material, excavation, backfilling etc. as per specifications, r ecommendation of cell supplier and directions of Site Engineer / Engineer-in-Charge.\" | Item 70.B.30 | 19 | EA |
| 545 | 545 | \"COATING RESISTANCE SURVEY:- Conducting \"\" Coating-Resistance Survey\"\" for calculation of effective coating resistance of the pipeline in ohms-sq.m. along the en tire pipeline and plotting on SEMILOG or X-Y GRAPH & submitting the report in graphical form as well as soft copy as per Specificat ion / approved procedure and directions of Site Engineer / Engineer-in-Charge.\" | Item 70.B.40 | 142 | KM |
| 546 | 546 | \"Close Interval ON/OFF Potential logging survey:- Conducting Close Interval ON/OFF Potential Logging Survey at an interval of 1 m over the buried line in the right of way including t he cost of all expert manpower, transportation and camping facilities etc. to their employees, materials, test instruments, equipmen ts, consumables etc., required for the survey as per the standard specifications, and approved procedures identification of areas/lo cations where coating repair is required alongwith suggestion for remedial measures etc. including the submission of draft reports i n 2 sets and incorporation of owner's comments in the draft report and final reports in 6 sets including one soft copy containing th e 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 70.B.50 | 142 | KM |
| 547 | 547 | \"Close Interval Natural Potential logging survey:- Conducting Close interval Natural 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, equipme nts, consumables etc., required for the survey as per the standard specifications, and approved procedures identification of areas/l ocations 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 t he survey results in the graphical as well as tabular forms computerised colour print and complete in all respects and directions of Site Engineer / Engineer-in-Charge. Close Interval Natural Potential logging survey\" | Item 70.B.60 | 142 | KM |
| 548 | 548 | \"Direct Current Voltage Gradient Survey:- Conducting Direct Current Voltage Gradient Survey over the buried line to identify / pin point the coating defects in the right of w ay including the cost of all expert manpower, transportation and camping facilities etc. to their employees, materials, test instrum ents, equipments, consumables etc., required for the survey as per the standard specifications and approved procedures, identificati on of areas/locations where coating repair is required alongwith suggestion for remedial measures etc. including the submission of d raft 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 p er directions of Site Engineer / Engineer-in-Charge. Note : The item includes establishing the coating defect at specified locations by excavation in coordination with mainline contract or, who will arrange to repair the defects.\" | Item 70.B.70 | 139 | KM |
| 549 | 549 | \"CAT survey:- Carrying out the Current Attenuation(CAT) Survey at 50 meters interval by measuring current loss along the mainline pipe and using R adio Detection Instruments. Completing the entire work as per specification and EIC`s direction including all equipments with its ac cessories etc.tools, tackles, Battery transportation (Vehicle), related equipments,consumables, if any labour /manpower and any / al l relevant data collection as may be deemed necessary for carrying out the survey and interpretation /presentation of the results in cluding submission of reports complete in all respect thereof. Also locating the exact position of buried pipeline/defect of Pipelin e coating.Route mapping of the entire stretch at an interval of 10M with the help of GPS instrument (to be arrange by contractor)and submission of the hard and soft copy to the EIC.\" | Item 70.B.80 | 30 | KM |
| 550 | 550 | \"MUTUAL INTERFERENCE SURVEY:- Conducting Mututal Interference Survey among the new and existing pipelines / facilities(foreign) by taking PSP survey of all the pi pelines as per approved procedure to determine level of interference at different places along the pipeline and at point of crossi ng 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 measu res 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 70.B.90 | 142 | KM |
| 551 | 551 | \"AC interference survey:- \"\"Conducting AC interference survey, to detect presence of any AC voltage(induced owing to proximity of any HT transmission line ( a bove 33kV) crossing or running parallel within a distance of 50 M from the pipeline alignment as per approved procedure. The work s hall 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 r ecord for minimum 24 hours. The data to be submitted for each such TLP alongwith coloured graph and recommendations. AC interference survey\"\"\" | Item 70.B.100 | 21 | EA |
| 552 | 552 | \"Soil resistivity survey:- 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 Sit e Engineer / Engineer-in-Charge. Soil resistivity Survey\" | Item 70.B.110 | 4 | EA |
| 553 | 553 | \"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 pr ovided 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 setting s as required and testing the pipeline section for full cathodic protection for entire stretch. The job complete in all respect shal l include cost of all labour, tools as per specifications and directions of the Site Engineer / Engineer-in-Charge.\" | Item 70.B.120 | ||
| 554 | 554 | 48 V DC operated auto type Cathodic Protection Power Supply Module (CPPSM) unit of rating 25 V 25 A DC with SCADA linking facility | Item 70.B.130 | 3 | EA |
| 555 | 555 | 230 V AC Operated manual type Cathodic Protection Transformer Rectifier (CPTR) unit of rating 50V, 50A DC | Item 70.B.140 | 1 | EA |
| 556 | 556 | Installation of Flameproof CJB with accessories for distribution of current among pipelines | Item 70.B.150 | 2 | EA |
| 557 | 557 | \"DC distribution board:- Installation and commissioning of wall mounted DCDB including supply of all cable end lugs, cable glands, fittings & fixtures and al l other required accessories, tools and tackles complete in all respects as per directions of Site Engineer/Engineer-in-charge. Item includes supply and termination of 2 runs of 1cx25 sq. mm copper cable for Battery Bank\" | Item 70.B.160 | 1 | EA |
| 558 | 558 | Laying of anode header / cathode / reference cell cables at a minimum depth of 1 meter and connection to the CP unit / pipeline / ha lf cell etc. The work includes excavation, installation, supply of all required materials such as sealing materials, lugs, PVC sleev e, repair materials etc., and carrying out all works such as exposing pipe, coating repair, cad welding / pin brazing, backfilling e tc.,; in all types of strata and soil (including rock) by making the trench, back filling the trench, cable terminations, work compl ete in all respects including cost of all labour, material, tools etc. as per specification and instruction of Site Engineer / Engin eer-In-Charge and approved drawings. | Item 70.B.170 | ||
| 559 | 559 | 1cx35 sq. mm | Item 70.B.180 | 2500 | M |
| 560 | 560 | 1cx25 sq. mm | Item 70.B.190 | 100 | M |
| 561 | 561 | 2cx6 sq. mm | Item 70.B.200 | 3500 | M |
| 562 | 562 | 1cx10 sq. mm | Item 70.B.210 | 150 | M |
| 563 | 563 | \"Cable Laying Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in tra ys, in protective pipes, poles,columns, in conduits, in panels and on structures etc.;including the supply and installation of all r equired materials such as fixing clamps ,screws, cable straps, tags etc. as required (other than the supply of the conduits, ca bles, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all labour, tools, co nsumable materials etc. and cutting the cables in required lengths as per drawings, specification and directions of Site Engineer / Engineer-in-Charge\" | Item 70.B.220 | ||
| 564 | 564 | Power cables LT : OD upto 20 mm | Item 70.B.230 | 2100 | M |
| 565 | 565 | Power cables LT : OD above 20 mm and upto 40 mm | Item 70.B.240 | 150 | M |
| 566 | 566 | \"CP Reading :- Measuring, recording and submitting the cathodic protection readings along the entire pipeline by repeated adjustments of the settin gs 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 so il 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 70.B.250 | 142 | KM |
| 567 | 567 | \"Final Commisioning of CP system Final Commissioning of the impressed current cathodic protection system for the mainline for achieving full protection as per protec tion criteria as mentioned in the specifictions through repeated adjustments of the CP units after installation of galvanic anodes f or hot spot protection and mitigation of AC/ DC interference, if any and submission of the resultant data to the owner and testing, measuring, recording and submitting all these data once again after the lapse of a period as per specifications / directions of the Site engineer / Engineer-in-Charge, including the cost of all labour tools and materials as required, complete in all respect.\" | Item 70.B.260 | 1 | LS |
| 568 | 568 | \"Station CP readings and commissioning of station CP system:- Measuring, recording and submitting the cathodic protection readings for the station piping by repeated adjustments of the setting s of the TRUs etc for achieving full/ maximum protection as per the criteria and priority of protection as mentioned in the specifi cations ., measuring the relevant readings and \"\"pipe to soil potential\"\" readings at all the test lead locations in the station in cluding the CP station parameters like current(AC/DC), voltage(AC/DC) , circuit resistance etc. , preparing and submitting pipe t o soil potential profile, graphs and other data pertaining to the cathodic protection of the station CP system for all the station CP Systems installed as per respective item, job complete in all respects as per specification and instructions of Site Engineer / E ngineer-in-Charge, including cost of all labour, instruments and services rendered.\" | Item 70.B.270 | 1 | LS |
| 569 | 569 | 30 COMPOSITE | Item 70.C | ||
| 570 | 570 | Zinc Anode for Hot spot protection : Supply, Installation , testing and commisioning of Zinc anode (minimum 10 Kg each) including it s tail cable of size of 1c x 25 sq.mm. XLPE/ PVC insulated stranded copper cable of total length 10 meter including PVC cap, special back-fill material ( filled in cotton sack) with sealing compound complete in all respect including its excavations, back filling e tc. as per specifications and drawings. The work complete in all respect shall include supply of all labour , tools etc. and shall b e carried out as per the directions of the Site Engineer / Engineer-in-Charge and as per AFC drawings. | Item 70.C.10 | 104 | EA |
| 571 | 571 | Magnesium Anode : Supply, Installation , testing and commisioning of Magnesium anode (minimum 5 Kg each) including its tail cable o f size of 1c x 10 sq.mm. XLPE/ PVC insulated stranded copper cable of total length 10 meter including PVC cap, special back-fill mat erial ( filled in cotton sack) with sealing compound complete in all respect including its excavations, back filling etc. as per spe cifications 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 70.C.20 | 8 | EA |
| 572 | 572 | \"Anode-deep well:- Supply & installation of Anode bed ( deep well type with MMO anodes) as per the approved configuration for Impressed Current Cathod ic Protection system including supply, laying & termination of all anodes, anode tail cable (XLPE insulated copper conductor) suita ble with length for connecting upto Anode junction box without any joints in between including laying of PVC sleeve / trunk pipe, c asing 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 drawi ngs. Note : Each Anode bed means anode bed at each location irrespective of number of anode strings required.\" | Item 70.C.30 | 2 | LS |
| 573 | 573 | \"Mainline CP : Anode bed shallow type:- Supply & installation of Anode bed ( shallow type ) as per the approved configuration for 'Impressed Current Cathodic Protection' s ystem 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 ba ck fill material, excavation, backfill of earth and filling the sand with requisite back fill material as per specification & also c ompacting the same with soil for restoring it to normal finished ground level all complete with all labour and material as per inst ruction 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 70.C.40 | 1 | LS |
| 574 | 574 | \"Station : Distributed type shallow:- Supply & installation of MMO type anodes as per the approved configuration for 'Impressed Current Cathodic Protection' system of st ation piping / structures including all anodes, laying & termination of all anode tail cable (XLPE insulated copper conductor) suita ble with length for connecting upto Anode junction box without any joints in between including supply and laying of PVC sleeve / tr unk pipe & drawing all the lead wires through the pipe and connecting the same with Anode bus in Anode junction box including erect ion, providing foundations of Anode Junction Boxes & Cathode Junction Boxes, providing 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 gro und level all complete with all labour and material as per instruction of Site Engineer / Engineer-in-Charge, Specifications and ap proved drawings. Note : Supply of anode tail cable for distributed anodes for station CP are covered elsewhere in SOR\" | Item 70.C.50 | 1 | LS |
| 575 | 575 | Test Lead Point : Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricated MS Sheet with hinged front door , Heavy Guage MS pipe 100 mm nominal diameter, Phenolic laminated terminal plate, brass terminal bolts, neoprene gasket for front do or, vandal proof concealed lock, etc as per latest revision of Standard AFC drawing (9200-99900-404-603-03 : STD-483). The work inc ludes providing requisite concrete foundation of 600 mm x 600 mm x 800 mm at site, including MS hard pipe for cable entry through f oundation, 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, l aying & 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, connec tion 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 requir ement. 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 70.C.60 | ||
| 576 | 576 | Type A (With Ingress Protection IP:55) | Item 70.C.70 | 1 | EA |
| 577 | 577 | TLP type \"A\" , Flameproof,Ex-d,IIA/IIB & weather proof as per specifications and drawing (With inbuilt provision of Voltmeter & push button for PSP Measurment) | Item 70.C.80 | 6 | EA |
| 578 | 578 | Type B (With Ingress Protection IP:55) | Item 70.C.90 | 1 | EA |
| 579 | 579 | Type B (Flameproof,Ex-d,IIA/IIB & weather proof as per specifications and drawing) | Item 70.C.100 | 7 | EA |
| 580 | 580 | Type C (With Ingress Protection IP:55) | Item 70.C.110 | 1 | EA |
| 581 | 581 | Type D (With Ingress Protection IP:55) | Item 70.C.120 | 1 | EA |
| 582 | 582 | Type DAC (With Ingress Protection IP:55) | Item 70.C.130 | 1 | EA |
| 583 | 583 | Flameproof,Ex-d,IIA/IIB Type DMV (With Ingress Protection IP:55) - with inbuilt provision of Voltmeter and Pushbutton for PSP Measu rment. | Item 70.C.140 | 1 | EA |
| 584 | 584 | Flameproof,Ex-d,IIA/IIB Type E (With Ingress Protection IP:55) - with inbuilt provision of Voltmeter and Pushbutton for PSP Measurme nt. | Item 70.C.150 | 1 | EA |
| 585 | 585 | \"Corrosion coupon:- Supply and Installation of CS corrosion coupon with 1 sq. cm bare metal with 2 numbers 4 sq. mm lead of minimum 10 m long lead wit h 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 de tailed in the document complete with tools, tackles & other necessary requirement for preparation of the coupon. The work complete i n all respect shall include supply of all labour, tools etc complete as per the directions of the Site Engineer and as per drawing n o. 9200-99900-404-601-08.\" | Item 70.C.160 | 1 | EA |
| 586 | 586 | \"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 ma terials, labour,tools etc. complete in all respects as per the directions of Site Engineer / Engineer-in-Charge.\" | Item 70.C.170 | 60 | EA |
| 587 | 587 | PSP and DC pipeline current display meter:-Supply , installation, testing & commissioning of PSP display meter along with enclosure having microprocessor based unit with built-in GSM modem or ethernet connectivity, data logger facility with SD card memory of minim um 8 GB, high accuracy built-in The Real time clock(RTC) and provision for data transmission to SCADA system as per the direction an d specification detailed in the document. The work complete in all respects including all materials, tools, tackles, labour as per t ender specifications, AFC drawings & directions of the Site Engineer/Engineer-In-Charge | Item 70.C.180 | 1 | EA |
| 588 | 588 | \"Signal Isolators:-Supply,installation,testing & commissioning of two seperate 4-20mA converters((0 to 20 mV) & (0 to -2V) Input res pectively, 2x(4to20 mA) Output in each converter) in pre installed TLPs at SV/IPIG/CP locations as per the approved drawings and specification detailed in the document. The work complete in all respects including all materials, tools, tackles, labour as per ten der specifications, AFC drawings & directions of the Site Engineer/Engineer-In-Charge.\" | Item 70.C.190 | 10 | SET |
| 589 | 589 | Electrical Works - CSW | Item 00080 | ||
| 590 | 590 | 10 SUPPLY | Item 80.A | ||
| 591 | 591 | \"SAFETY EQUIPMENT :- Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge\" | Item 80.A.10 | ||
| 592 | 592 | RUBBER HAND GLOVES : Rubber hand gloves suitable for 11/6.6 KV operation with ISI mark. | Item 80.A.20 | 11 | SET |
| 593 | 593 | Supply and installation of 11/6.6 KV Discharge Rod | Item 80.A.30 | 1 | SET |
| 594 | 594 | Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2 mm (Class A) | Item 80.A.40 | 119 | EA |
| 595 | 595 | Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2.5 mm (Class B) | Item 80.A.50 | 2 | EA |
| 596 | 596 | Supply of fully charged CO2 fire extinguishers as per specifications (4.5 kg capacity as per IS: 2878 latest) | Item 80.A.60 | 23 | EA |
| 597 | 597 | Supply of fully charged CO2 fire extinguishers as per specifications (2 kg capacity as per IS: 2878 latest) | Item 80.A.70 | 22 | EA |
| 598 | 598 | Supply of fire buckets mounted on stand | Item 80.A.80 | 22 | EA |
| 599 | 599 | Supply of \"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, Aluminiu m Armoured cable. 01 additional spare entry suitable for 3.5CX50sqmm cable size shall be provided, which shall be plugged with flame proof and weatherproof entry plug. 09 Nos. 32A, 3 Pole MCBs suitable for termination of 3C x 10 sq.mm., Armoured cable Breaking capa city 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 dime nsions shall be provided at drawings approval stage. Supply shall be as per technical specifications of flameproof DB attached with supply specifications.\" | Item 80.A.90 | 2 | EA |
| 600 | 600 | 20 SERVICES | Item 80.B | ||
| 601 | 601 | CABLE TRENCH :-Excavation in unpaved areas of earth in work sites for conventional cable trenches for a depth upto 1.5 metres incl uding shoring, strutting etc. (if necessary), backfilling the trench, job complete in all respects, including all labour and m aterials complete as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 80.B.10 | 2355 | M3 |
| 602 | 602 | WBM ROAD / CONCRETE BREAKING : WBM Road/concrete breaking for cable trenches including required shoring strutting etc., and repairin g of the road/dyke to original condition and disposing off excess materials (within the work site) job complete in all respe cts including the cost of labour, tools, materials, load, lift hire charges of equipments, if any, complete as per drawings, sp ecification and directions of Site Engineer / Engineer-in-Charge | Item 80.B.20 | 97 | M3 |
| 603 | 603 | \"Cable Laying Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in tra ys, in protective pipes, poles,columns, in conduits, in panels and on structures etc.;including the supply and installation of all r equired materials such as fixing clamps ,screws, cable straps, tags etc. as required (other than the supply of the conduits, ca bles, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all labour, tools, co nsumable materials etc. and cutting the cables in required lengths as per drawings, specification and directions of Site Engineer / Engineer-in-Charge\" | Item 80.B.30 | ||
| 604 | 604 | Power cables LT : OD upto 20 mm | Item 80.B.40 | 24100 | M |
| 605 | 605 | Power cables LT : OD above 20 mm and upto 40 mm | Item 80.B.50 | 8000 | M |
| 606 | 606 | Power cables LT : OD above 40 mm and upto 60 mm | Item 80.B.60 | 100 | M |
| 607 | 607 | Control cables (T&I) : OD upto 20 mm | Item 80.B.70 | 10700 | M |
| 608 | 608 | Control cables (T&I) : OD above 20 mm and upto 30 mm | Item 80.B.80 | 8040 | M |
| 609 | 609 | Installation, laying of 2 Pair PVC insulated copper conductor un-armoured telephone cables in 16 mm/ 25 mm/ 32 mm PVC conduits from IDF through ceiling/ wall/trench and post-laying end to end testing of telephone cables. The job includes supply, installation, fix ing of wall mounted telephone socket outlet with 2 port telephone jack face plate (white/ cream colour) including RJ11 I/O with modu lar plate & switch box/ gang box for fixing the face plate & accessories, supply and installation of PVC Conduits, all required mate rials such as fixing clamps, screws, cable straps, tags etc. as required complete in all respects as per specifications & scope of work, drawings and directions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, materials etc. | Item 80.B.90 | 1000 | M |
| 610 | 610 | Installation, laying of Cat 6 LAN Cables in 16 mm/ 25 mm/ 32 mm PVC conduits from network switch through ceiling/wall/trench and pos t-laying end to end testing of cables. The job includes installation & fixing of Duplex (2 port) Face plate (Network I/O point) (whi te/ cream colour) for Local Area Network including RJ45 I/O, modular plate & switch box/ gang box for fixing the face plate & access ories, supply and installation of PVC Conduits, all required materials such as fixing clamps, screws, cable straps, tags etc. as req uired complete in all respects as per specifications & scope of work, drawings and directions of Site Engineer/ Engineer-in-charge i ncluding cost of all labour, tools & tackles, materials etc. | Item 80.B.100 | 1000 | M |
| 611 | 611 | Power cables HT | Item 80.B.110 | 300 | M |
| 612 | 612 | Silent LT DG set : Erection, Installation including site transportation from owner designated location, connecting, testing and commissioning of owner supplied Emergency LT DG set including execution of terminal connection of power/control cable. The work shall include grounding of alternator neutral, earthing, providing water pipe connection for Radiator water make-up complete with valve, solenoid valve etc. piping for fuel line, fabrication, welding, erection and painting of owner supplied support structure (including supply of shortfall support structure, if any) for exhaust piping, mounting on channels/AVM pads, installation of PLC based AMF panel, NIG panel, exhaust piping including insulation and cladding, fuel piping etc., materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 80.B.120 | 11 | EA |
| 613 | 613 | Connection and testing of 415 V AC 3 phase / 230 V AC single phase motors (including space heaters/thermistors wherever provided) / AC/DC Actuators including execution of terminal connection of control and power cables, earthing of the motor/actuator/ connecting t he thermistor, installing the controller in LT panel, earthing the motor frame, armour etc. as per the drawings, erection manuals, a nd as per directions of Site Engineer. Job complete in all respects including the cost of supplying and installation of all the requ ired FLP/WP cable glands, reducers, adapeters, end lugs, GI earthing wire / strips, labour, tools, materials, etc., as required in a ll respects for all types of motors/heaters/thermistors/actuators etc. | Item 80.B.130 | ||
| 614 | 614 | Capacity upto and including 1 KW | Item 80.B.140 | 2 | EA |
| 615 | 615 | Capacity above 1 KW and upto 2.5 KW | Item 80.B.150 | 47 | EA |
| 616 | 616 | Capacity above 2.5 KW but upto 7.5 KW | Item 80.B.160 | 2 | EA |
| 617 | 617 | Capacity above 7.5 KW but upto 50 KW | Item 80.B.170 | 3 | EA |
| 618 | 618 | \"LT Panel: Erection, installation including site transportation from owner designated location, testing and commissioning of 415 V, owner supplied power-control- centres, motor control centres, soft starters,static voltage regulators, 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.B.180 | ||
| 619 | 619 | \"Weight of unit above 100 kg but upto and including 500 kg \" | Item 80.B.190 | 4700 | KG |
| 620 | 620 | \"Weight of unit above 1000 kg but upto and including 3000 kg \" | Item 80.B.200 | 2000 | KG |
| 621 | 621 | \"Weight of unit above 3000 kg but upto and including 6000 kg \" | Item 80.B.210 | 5500 | KG |
| 622 | 622 | \"HT SWITCHBOARD (6.6/11 KV): Erection, Installation including site transportation from owner designated location, testing and commissioning of HT Switch Board consisting of VCB's and other accessories including termination of all LT/control cables, installation on foundation channels, drilling, cutting, welding, aligning, levelling, grouting, assembling and fitting all accessories / instruments / relays, relay coordination, CT, PT, Numerical Relay with basic features like O/C, E/F and additional protections etc., connection of 230 V Supply / battery bank 110 V DC supply, earthing of HT Switchboard, making all the interconnections/ outgoing/incoming LT power & control cable connections including making holes for cable entries as required with materials i.e. WP Cable glands, end lugs, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge Note: Commissioning assistance (Only Supervision) shall be provided by the supplier of the HT Switch Board:- Single VCB panel\" | Item 80.B.220 | 1 | EA |
| 623 | 623 | \"TRANSFORMER :-Installation, testing and commissioning of owner supplied (outdoor type -ONAN cooled) transformer, casting of foundat ion block, & erection of transformer over the rail and foundation channels, including transporting , unpacking, rigging,aligning, le velling, grouting, assembling, fitting and fixing all accessories/instruments/ relays etc. supplied separately if any,etc., making all the interconnections & termination of all power (HT / LT) cables, control cables / busbar etc. as per drawings, including earthi ng/grounding of transformer neutral as per drawing, equipments needed to completely install and commission the transformer Job comp lete in all respect including cost of all labour, tools and materials and all services rendered complete, as per the drawings and di rections of the Site Engineer / engineer-in-Charge. \" | Item 80.B.230 | 1 | EA |
| 624 | 624 | \"Erection, Installation,Testing & Commissioning of the Owner supplied high mast tower with the help of suitable tools and plants, wi ring 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, erec tion & installation of luminaries & aviation lights, lightning finial, all accessories, cables, etc., erection, foundation casting & grouting of owner supplied FLP feeder pillar, end connection termination & laying of Owner supplied cable from feeder pillar to ba se 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:- For 30 M Height High Mast Tower\" | Item 80.B.240 | 3 | EA |
| 625 | 625 | \" Construction of shallow foundation with M20 grade concrete for the highmast considering the safe soil bearing capacity at site as 10 T/sqmtr at 2 metre depth complete with all materials and labour as per instruction of Site Engineer/EIC. Design of foundation sha ll be provided by IOCL. Piling work if required as per soil strata in foundation of high mast is not covered in this scope of work a nd shall be taken up separately:- For 30 M Height High Mast Tower\" | Item 80.B.250 | 3 | EA |
| 626 | 626 | FLP & WP Distribution Board Erection, installation including within site transportation, testing and commissioning of 415 V , Flame proof distribution boards (FLP-DB) under scope of supply of bidder, assembling as required, installation on the already made foundat ion 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 E ngineer/Engineer-in-Charge including cost of all materials, tools labour etc. complete in all respect including termination of all p ower , 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.B.260 | 800 | KG |
| 627 | 627 | Installation of corrosion monitoring probes including 2\" Flareweld on station piping at desired location and 12 O'Clock position for mounting of ER Probe under the supervision of site engineer. Flareweld assembly shall be supplied by owner. The job complete in all respect with material, tools & tackles, consumables etc. | Item 80.B.270 | 2 | EA |
| 628 | 628 | 30 COMPOSITE | Item 80.C | ||
| 629 | 629 | \"GI CABLE TRAY Supply, installation & fixing of prefabricated perforated GI cable trays of width 150 mm, 300 mm, 450 mm & 600 mm as per site requir ement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respective ly with concentric static load as 70 Kg at the centre, with materials, labour, tools and tackles, consumables etc , as per drawings , specification and directions of Site Engineer / Engineer-in-Charge\" | Item 80.C.10 | 6350 | KG |
| 630 | 630 | \"SAND FILLING Supplying and spreading of approved quality fine dry river sand in cable trenches including the cost of all material, transport, loa d and lift charges, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge\" | Item 80.C.20 | 1575 | M3 |
| 631 | 631 | \"BRICK SOLING Supply and laying of approved quality 75 mm thick second class brick flat soling with sand filling in the interstices, in cable tren ches for protectionincluding the cost of all brick and sand, labour, load and lift charges , tools and tackles etc , as per drawing s, specification and directions of Site Engineer / Engineer-in-Charge\" | Item 80.C.30 | 3370 | M2 |
| 632 | 632 | \"CABLE MARKER Supply, erection & installation of MS cable markers, including excavation, installation of the markers, cement concrete grouting, ba ckfilling, materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge\" | Item 80.C.40 | 252 | EA |
| 633 | 633 | \"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 80.C.50 | ||
| 634 | 634 | Power cables LT : OD upto 20 mm | Item 80.C.60 | 1 | EA |
| 635 | 635 | Power cables LT : OD above 20 mm and upto 40 mm | Item 80.C.70 | 2 | EA |
| 636 | 636 | Power cables LT : OD above 40 mm and upto 60 mm | Item 80.C.80 | 1 | EA |
| 637 | 637 | \"HT Cable Termination (6.6/11 KV): Supply, termination and connection of XLPE cable termination kit (indoor type), heat shrinkable sleeve type of Raychem/M-Seal/CCI ma ke with all accessories, including cutting (tools and accessories for termination should meet the selected standards), stripping of cable insulation providing copper cable end lugs and cable glands as required, restoration of insulation, supplying and providing th e cable supporting clamps, straps, cable tags connection to the terminals of HT panel, VFDs, Isolators, transformer, DG etc., earthi ng of armouring, materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site En gineer / Engineer-in-Charge \" | Item 80.C.90 | ||
| 638 | 638 | \" HT Cable of size upto 3cx240 sq. mm\" | Item 80.C.100 | 4 | EA |
| 639 | 639 | \"EARTHING SYSTEM SET (06 PITS) Supply, installation, testing of earthing system consisting of 6 earth pits of perforated GI pipes earthing electrodes and copper pl ate terminal block including construction of chamber using cement concrete with earthing pit cover and frame, supply of charcoal / / special backfill , salt etc including supply of interconnecting cables / strips including necessary welding etc. complete as drawing s, specifications and directions of the site engineer/Engineer-in-charge, including cost of tools, materials etc complete in all res pects as per drawing .The job shall also include testing of each earth pit and the entire earthing system on whole. Note: Earthing for field instruments shall be provided from Station earth grid covered in Electrical SOR.\" | Item 80.C.110 | 1 | SET |
| 640 | 640 | \"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 80.C.120 | 117 | EA |
| 641 | 641 | \"EARTHING SYSTEM SET (03 PITS) Supply, installation, testing of earthing system consisting of 3 earth pits of perforated GI pipes earthing electrodes and copper pl ate terminal block including construction of chamber using cement concrete with earthing pit cover and frame, supply of charcoal / / special backfill , salt etc including supply of interconnecting cables / strips including necessary welding etc complete as drawings , specifications and directions of the site engineer/Engineer-in-charge, including cost of tools, materials etc complete in all resp ects as per drawing . The job shall also include testing of each earth pit and the entire earthing system on whole. Note: Earthing for field instruments shall be provided from Station earth grid covered in Electrical SOR.\" | Item 80.C.130 | 21 | SET |
| 642 | 642 | \"ACE Chemrod Earthing:Supply, installation, testing and commissioning of ACE (Artificial concept of earthing with chemical rod) Chemrod earthing electrode by digging earthing Item includes the supply and installation of the CI/RCC cover in the earth pit, ba ckfilling etc. and construction of chamber; complete including excavation, backfilling and supply of all materials required for ma king earth pit as per drawings, specifications and directions of the Site Engineer, Including the cost of all labour, tools, materi als etc. complete in all respects. \" | Item 80.C.140 | 22 | EA |
| 643 | 643 | \"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 et c. and as per direction of EIC / Site engineer.\" | Item 80.C.150 | 27 | EA |
| 644 | 644 | \"EARTH STRIP / WIRE / ROPE / CABLE Supply, installing and testing of earthing strip/wire/rope/cable for completely making the earthing grid system by supplying, layin g the GI / Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing g rid etc., complete as per drawings, specifications and directions of the Site engineer/Engineer-in-charge, including the cost of al l labour, tools, materials, etc. complete in all respect. \" | Item 80.C.160 | ||
| 645 | 645 | 50 mm X 6 mm G.I. earthing strip | Item 80.C.170 | 2650 | M |
| 646 | 646 | 40 mm X 5 mm G.I. earthing strip | Item 80.C.180 | 110 | M |
| 647 | 647 | 25mm x 3 mm copper flat | Item 80.C.190 | 165 | M |
| 648 | 648 | GI wire (8 SWG) | Item 80.C.200 | 810 | M |
| 649 | 649 | Copper cable as per specifications - 10 Sq.mm | Item 80.C.210 | 260 | M |
| 650 | 650 | Copper cable as per specifications - 100 Sq.mm | Item 80.C.220 | 195 | M |
| 651 | 651 | Supply, erection & installation of cable conduits made up of GI pipes of medium class 'B' subject to owner's approval in trenches (a lready made), on walls, concrete structure etc., including supply and installation of all the necessary pipe fittings such as bends, sockets, elbows, tees etc., bending, threading, binding, clamping, providings, spacers, plugs, packings, bushings etc., as required Job complete in all respects including the cost of all labour, tools, material etc. and as per specifications and directions of s ite engineer / Engineer-in-Charge. | Item 80.C.230 | ||
| 652 | 652 | 25 mm | Item 80.C.240 | 193 | M |
| 653 | 653 | 50 mm | Item 80.C.250 | 557 | M |
| 654 | 654 | 100 mm | Item 80.C.260 | 174 | M |
| 655 | 655 | \"STEEL STRUCTURAL WORKS Supply, fabrication, erection, installation of steel structural works of any type and shape such as cable raks, cable trays, push bu tton control posts etc., as 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 80.C.270 | 1550 | KG |
| 656 | 656 | \"FLAME PROOF FITTINGS : Note: All equipment under this category shall be suitable for location in zone-I gas group IIA & IIB (Temp. class T3) area with a se parate terminal box for incoming cable and a separate terminal box for out going cable (where applicable), apart from separate enclo sure for each equipment including control gear etc. in IP 65 cast aluminium LM-6 certified enclosure. \" | Item 80.C.280 | ||
| 657 | 657 | FLP/WP PUSH BUTTON STATION :Supply ,erection,testing and commissioning of FLP/WP push button(ON/OFF) control station of approved ma ke with /without ammeter for the motor off control at field including connection and termination of copper control cable, fabricatin g, earthing the supporting structure, painting the same, including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries including the cost of all labour,tools, materials etc. complete in every respect as per th e specification and directions of the Site Engineer/Engineer-in-charge. | Item 80.C.290 | 3 | EA |
| 658 | 658 | \"FLP/WP DISTRIBUTION BOARDS : Supply, erection, installation, testing and commissioning of flameproof /weather proof (IP-65) distri bution board as per technical specification of types mentioned for lighting purpose in MLPU / booster shed etc., including connectio n and termination of power cables, earthing wire and conduits etc. including including supply & installation of double compression c able glands & flame proof plugs for sealing all spare entriescomplete as per drawings, specifications and direction of the Site Engi neer, including the cost of all labour, tools, consumable materials etc. complete in all respect. Outdoor Type, floor mounted, flameproof, weatherproof (IP 65) Lighting Distribution board Type-I DB with Bus bar - 100 A TPN, Incom er - 1 no. 63 A TPN MCB & Outgoing - 9 no. 10 A SPN, MCB\" | Item 80.C.300 | 1 | EA |
| 659 | 659 | \"FLP & WP JUNCTION BOX Supply, erection, installation, testing and commissioning of flameproof & weather proof junction box for providing cable terminatio n of motor, including connection and termination of earthing wire and conduits etc., including supply & installation of double compr ession 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:- 4 way junction box with 4 cable entries (4 x 3/4\"\") at bottom & 20 nos. terminals.\" | Item 80.C.310 | 15 | EA |
| 660 | 660 | 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 80.C.320 | 11 | EA |
| 661 | 661 | \"FLP/WP SWITCH CUM SOCKET : Supply, erection, installation, testing and commissioning of flameproof /weatherproof switch cum socket /welding receptacle of appr oved makes to be installed on walls, coloumns, structures, including supply & installation of double compression cable glands & flam e proof plugs for sealing all spare entries etc., including connection and termination of earthing wire and conduits., etc. complete as per drawings, specifications and direction of the Site Engineer, including the cost of all labour, tools, consumable materials e tc. complete in all respect:- 415V, 63A, Switch & Socket with Plug (No. of Pins 3P +N+ E), Model EPSS 1563-61 of Baliga or Equivalent approved make\" | Item 80.C.330 | 2 | EA |
| 662 | 662 | \"FLP/WP EXHAUST FANS : Flame proof, weather proof, single phase, 12\"\" exhaust fan, IP65, LM6 type EF1001 of FCG or equivalent alongw ith 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 :- FLAMEPROOF EXHAUST FAN,12\"\", SUITABLE FOR Exd Gas Group II C, as per IS/IEC 60079-2007\" | Item 80.C.340 | 12 | EA |
| 663 | 663 | FLAMEPROOF TUBELIGHT, 2x22Watt, LED, SUITABLE FOR Exd Gas Group II C, as per IS/IEC 60079-2007 | Item 80.C.350 | 24 | EA |
| 664 | 664 | FLAMEPROOF LED FITTING 125W, Ex'd' (Flameproof) Flood Light Fixture, Aluminum (LM 6), Classification:-Zone 1&2, Gas Group:-IIA/IIB, IP 65, T6. Complete with optics, Glass-Toughened Clear Well Glass, Wire Guard: M.S. Epoxy Painted-(White Color) with provision of C able Entries: 2 Nos. x 3/4\"\" ET, Cable Glands: 2 Nos. x 3/4\"\" ET (Max. OD 20mm) - Ex'd'(IIA/IIB), DC, Brass Nickel Plated with PVC H ood. Blanking Plug: 1 No. x3/4\"\" ET - Ex'd', Brass Nickel Plated. Gasket: Neoprene, Hardware: SS 304, Earthing: External 2 Nos. (M6) , Internal 1 No. (M5), Mounting Arrangement: withM.S. Bracket Suitable to Ceiling mounting (With Type 'B' Suspension Bracket / Eye B olt). Finish: Epoxy Powder Coated Grey Shade 631 of IS-5. | Item 80.C.360 | 46 | EA |
| 665 | 665 | FLAMEPROOF LED FITTING 60W, Ex'd' (Flameproof) Flood Light Fixture, Aluminum (LM 6), Classification:-Zone 1&2, Gas Group:-IIA/IIB, I P 65, T6. complete with optics, Glass-Toughened Clear Well Glass, Wire Guard: M.S. Epoxy Painted-(White Color) with a provision of Cable Entries: 2 Nos. x 3/4\"\" ET, Cable Glands: 2 Nos. x 3/4\"\" ET (Max. OD 20mm) - Ex'd'(IIA/IIB), DC, Brass Nickel Plated with PVC Hood. Blanking Plug: 1 No. x3/4\"\" ET - Ex'd', Brass Nickel Plated. Gasket: Neoprene, Hardware: SS 304, Earthing: External 2 Nos. (M6 ), Internal 1 No. (M5), Mounting Arrangement: with M.S. Bracket Suitable to Ceiling mounting (With Type 'B' Suspension Bracket / Eye Bolt). Finish: Epoxy Powder Coated Grey Shade 631 of IS-5. Without External reflector\" | Item 80.C.370 | 8 | EA |
| 666 | 666 | SHOCK TREATMENT CHART :Supply and installation of shock treatment chart framed in good quality glass in English / Hindi / Local Lan guage). | Item 80.C.380 | 42 | EA |
| 667 | 667 | CAUTION BOARD :Supply and installation of vitreous enamel caution boards suitable for 440 V/11KV/6.6 KV as per IS 255 including fi xing on the wall with all the required hardware etc. complete in English / Hindi/ Local Language. | Item 80.C.390 | 22 | EA |
| 668 | 668 | \"STAINLESS STEEL INSCRIPTION PLATE : Supply and installation of approved quality stainless steel name inscription plates including a nodising, engraving the inscriptions, providing screws, etc. for equipments viz. motors, motor control centres, switchgears, push bu tton 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 80.C.400 | 35 | EA |
| 669 | 669 | \"PLASTIC INSCRIPTION PLATE : Supply and installation of approved quality plastic name inscription plates including engraving the in scriptions, providing screws, etc. for equipments viz. motors, motor control centres, switchgears, push button stations etc. as requ ired, 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 80.C.410 | 35 | EA |
| 670 | 670 | \"Point wiring Supplying, installation and testing with 1.5 Sq.mm stranded PVC insulated copper conductor wires for phase & neutral of 650V grade i ncluding earthing by providing 1.5 Sq.mm earth insulated continutity wire of copper in PVC conduit (Supply & installation of PVC con duit covered elsewhere in SOR) recessed on wall/ceiling/ false celing including supply & installation of switch boxes,junction boxes , pull boxes, bushes, screws, check nuts, bends, modular switches and sockets . The circuit wiring with 4 Sq.mm PVC copper wire fro m D.B. to switchboard as required is also in the scope of the contractor.\" | Item 80.C.420 | ||
| 671 | 671 | 1 light point controlled by 1 switch. | Item 80.C.430 | 75 | EA |
| 672 | 672 | 2 light points controlled by 1 switch | Item 80.C.440 | 50 | EA |
| 673 | 673 | 3 light points controlled by 1 switch | Item 80.C.450 | 12 | EA |
| 674 | 674 | 4 light points controlled by 1 switch | Item 80.C.460 | 1 | EA |
| 675 | 675 | Wiring with PVC insulated 2.5 sqmm copper conductor wire for fan points (1 fan point controlled by 1 modular switch) including provi ding space for electronic regulator in switch box , providing and fixing fan hook in the ceiling as per specifications and drawings. | Item 80.C.470 | 40 | EA |
| 676 | 676 | \"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 80.C.480 | 79 | EA |
| 677 | 677 | 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 specif ications and drawings | Item 80.C.490 | 50 | EA |
| 678 | 678 | \"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 conducto r wires for phase & neutral, 650 V grade including earthing, the third pin with 1.5 sq. mm copper conductor earthing insulated conti nuity 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 multip le exhaust fans in one circuit. \" | Item 80.C.500 | 50 | EA |
| 679 | 679 | \"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 80.C.510 | ||
| 680 | 680 | \"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 80.C.520 | 11 | EA |
| 681 | 681 | 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 80.C.530 | 13 | EA |
| 682 | 682 | 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 80.C.540 | 3 | EA |
| 683 | 683 | Type -VI Light DB:-Euro DB DBOXx of Havells or equivalent make complete with bus bar, neutral links, earth links along with 1 x 6 A MCB SPN , 7x2 A SPN MCB , Digital time switch , 110 - 240 VAC 1 Phase - 2W, 1 C/O, Base/DIN based upon Lat/Long setting of locatio n working according sunrise and sunset and MNX 9-2P Power Contactors 9 A 2 Pole 1 NO or 1 NC of L&T or equivalent | Item 80.C.550 | 10 | EA |
| 684 | 684 | 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 SP N & 7x2 A SPN MCB | Item 80.C.560 | 1 | EA |
| 685 | 685 | \"Decorative Light fittings Supply, installation, connection, earthing and testing of the following fittings,including supply and installation of drop pipes, ho oks, fittings, fixtures, nuts,bolts, supports, on walls, outlet box for regulators and all other required materials etc. as per spec ifications, drawings and directions of the Site Engineer including cost of all labour, tools, materials etc. complete in all respect s.Make of the fittings can be the make mentioned in the respective SOR items or equivalent model from the approved make list given i n the specifications.\" | Item 80.C.570 | ||
| 686 | 686 | Supply and fixing of LED wall light cat. no. 35022 9W 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 80.C.580 | 13 | EA |
| 687 | 687 | LED light fittings, Batten with 2XTLED-TMC501-2X TLED-36 W P3242 or equiavlent approved make with LEDs: Supply and fixing of wall mo unted/ suspended type weather proof light 2XTLED-TMC501-2X TLED or equiavlent approved make with LEDs, 36 W or more. LED Fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector bloc ks etc including installation with LED of approved make. | Item 80.C.590 | 90 | EA |
| 688 | 688 | DN170C LED10S-6500 PSU WH:Supply and fixing of surface mounted weather proof light DN170C LED 15 W having 1000 lumens output fittin g of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation. | Item 80.C.600 | 70 | EA |
| 689 | 689 | LED light fittings, Recess mounting type, Sereno LED-RC869B LED 30S-6500 PSE W30L120 D8 or equivalent approved make with LEDs: Suppl y and fixing of recess mounted weather proof light Sereno LED-RC869B LED 30S-6500 PSE W30L120 D8 or equiavlent approved make with L EDs, 42 W or more, having 2950 lumens or more output. LED Fitting of PHILLIPS or equivalent approved make complete with all accessor ies such as LED module, driver, optics, thermal sink, connector blocks etc including installation with LED of approved make. | Item 80.C.610 | 14 | EA |
| 690 | 690 | \"Ceiling fan with electronic regulator & other accessories and fittings etc. of or approved make as per appendix -1 with the followi ng sweep size:- 56\"\" Sweep\" | Item 80.C.620 | 36 | EA |
| 691 | 691 | 12\" Oscillating wall mounted bracket fan, noiseless, plastic moulded construction, rotary device for 3 step speed control integrated unit of approved make with all accessories complete in all respect. | Item 80.C.630 | 2 | EA |
| 692 | 692 | Supply, installation, testing and commissioning of swan neck lighting pole of 100mm nominal Diameter B class MS pipe (Height of bot tom of light fitting shall be 2 meters from FGL), having base Plate 200mmx200mmx5mm along with Flameproof (Exd IIA/IIB) and Weather proof 1x60W LED well glass light fitting complete with lamp and builtin control gear of approved make, including supply and installa tion of earthing conductor of 8 SWG GI wire, nuts, bolts, Neck portion of lighting pole shall made up be of 50mm diameter GI pipe(ra dius 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 i nclude supply and installation of 4 way Flameproof/weather proof junction box(with 4 cable entries) having minimum 4 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. a rmoured copper PVC/XLPE insulated cable from JB to light fitting The job complete in all respects as per specifications, drawings an d instructions of EIC / Site engineer. | Item 80.C.640 | 64 | EA |
| 693 | 693 | Supply, installation, testing and commissioning of swan neck lighting pole of 100mm nominal Diameter B class MS pipe (Height of bot tom of light fitting shall be 5 meters from FGL), having base Plate 200mmx200mmx5mm along with Flameproof (Exd IIA/IIB) and Weathe rproof 2x18W LED well glass light fitting complete with lamp and builtin control gear of approved make, including supply and install ation of earthing conductor of 8 SWG GI wire, nuts, bolts, Neck portion of lighting pole shall made up be of 50mm diameter GI pipe(r adius 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 minimum 4 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 a nd instructions of EIC / Site engineer | Item 80.C.650 | 22 | EA |
| 694 | 694 | \"Exhaust fan Supply, installation, testing of single phase 230 V, industrial type heavy duty exhaust fan of GEC/Usha/Crompton Greaves or of appro ved 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 specifica tions, drawings and direction of Site Engineer including the cost of all labour, tools, materials etc. complete.\" | Item 80.C.660 | ||
| 695 | 695 | 18\" Sweep | Item 80.C.670 | 22 | EA |
| 696 | 696 | 12\" Sweep | Item 80.C.680 | 33 | EA |
| 697 | 697 | \"PVC Conduit pipes Supply, installation, fixing in position, PVC conduit pipes, of ISI marked , in concrete, brick work etc. during or after constructi on by making grooves in the wall, ceiling etc. cutting threads and jointing the pipes with PVC couplers, providing necessary tees, b ends, junction boxes etc. with 12 SWG GI wire inside conduit without joint for concealed wiring, including making good the concrete, brick work, surfaces etc. complete as per drawings and direction of Site Engineer / Engineer-in-charge including cost of all labour , materials etc.\" | Item 80.C.690 | ||
| 698 | 698 | 19 mm | Item 80.C.700 | 900 | M |
| 699 | 699 | 25 mm | Item 80.C.710 | 1350 | M |
| 700 | 700 | 32 mm | Item 80.C.720 | 500 | M |
| 701 | 701 | \"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, j ointing 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:- 300 mm dia\" | Item 80.C.730 | 20 | M |
| 702 | 702 | \"Supply, installation and testing of Lightning arrestor on top of the MOV buiding or MOV CP buiding for diverting lightning surges t o the ground. The work shall include supply of 1.2 Meter long copper lightning arrestor with 5 spronged phenyl rod base plate etc. c omplete with necessary insulators including supply and fixing of 50 x 6 mm GI earthing strip of required length and connection to th e main earthing grid . \" | Item 80.C.740 | 22 | EA |
| 703 | 703 | Supply, installation and commissioning of 415 V, 250A, 50 KA, 4P MCCB with Microprocessor based adjustable type release and terminal spreaders in existing cubicle panel board including drilling holes, cut out in cubicle panel, making connections, etc. The work is to be completed in all respect with disconnection of existing interconnecting cables, dismantling of existing lower rated SFU, if a ny, along with accessories, supply of higher rating interconnecting single core FRLS PVC insulated flexible copper cables (approx. 95 Sqmm), cable termination to MCCB & bus bar with all tools, tackles, consumable materials, labour etc. as per drawings, specifica tion and directions of Site Engineer / Engineer-in-Charge. | Item 80.C.750 | 2 | EA |
| 704 | 704 | \"Supply fixing and erection of moidular 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 e ach module to be installed as per instruction of Engineer in charge/ site engineer :- Galvanised mild steel frame with packing space of Min.120x240 mm with multi diameter blocks and accessories with peeling off arrange ment to adjust cable size from 3.5mm to 99mm outer dia\" | Item 80.C.760 | 15 | EA |
| 705 | 705 | Telecom Works - Non ITC | Item 00090 | ||
| 706 | 706 | 10 SUPPLY | Item 90.A | ||
| 707 | 707 | Supply of 40 mm OD HDPE pipe as per tender specifications | Item 90.A.10 | 156 | KMS |
| 708 | 708 | Supply of 89 mm OD, Schedule 80, API 5L Grade-B/ ASTM A106 MS pipe for cable conduit as per tender specifications | Item 90.A.20 | 3604 | EA |
| 709 | 709 | Telecom Works - ITC | Item 00100 | ||
| 710 | 710 | 10 SUPPLY | Item 100.A | ||
| 711 | 711 | Supply of OFC Jointing kits as per tender specifications | Item 100.A.10 | 74 | EA |
| 712 | 712 | Supply of Electronic Marker Locator cum Cable/ Pipe Locator, Fault Locator as per tender specifications | Item 100.A.20 | 1 | EA |
| 713 | 713 | Supply of full range (upto 8 feet) RF iD Disk type Electronic Markers as per tender specifications | Item 100.A.30 | 74 | EA |
| 714 | 714 | Supply of pre-fabricated printed KM markers for OFC & HDPE as per tender specifications | Item 100.A.40 | 155 | EA |
| 715 | 715 | Supply of Joint pit markers for OFC joint locations as per tender specifications | Item 100.A.50 | 74 | EA |
| 716 | 716 | Supply of pre-fabricated RCC (1:1.5:3) Joint Box with lid as per tender specifications | Item 100.A.60 | 74 | EA |
| 717 | 717 | Supply of RCC Transition pits for building entry points as per tender specifications | Item 100.A.70 | 11 | EA |
| 718 | 718 | Supply of wall mounted Fibre Termination Box (FMS) as per tender specifications | Item 100.A.80 | 2 | EA |
| 719 | 719 | Supply of OFC Jointing kits as per tender specifications | Item 100.A.90 | 10 | EA |
| 720 | 720 | Supply of full range (upto 8 feet) RF iD Disk type Electronic Markers as per tender specifications | Item 100.A.100 | 10 | EA |
| 721 | 721 | Supply of 2 Pair unarmoured Telephone Cable as per specifications | Item 100.A.110 | 1000 | M |
| 722 | 722 | Supply of 20 Pair Armoured PIJF Underground Telephone Cable as per specifications | Item 100.A.120 | 100 | M |
| 723 | 723 | Supply of 5 Pair Armoured PIJF Underground Telephone Cable as per specifications | Item 100.A.130 | 1000 | M |
| 724 | 724 | Cat 6 UTP (LAN) Networking Cable as per tender specifications | Item 100.A.140 | 1000 | SET |
| 725 | 725 | Wall mounted telephone socket outlet with 2 port telephone jack face plate (white/ cream colour) including RJ11 I/O. The item includ es modular plate & switch box/ gang box for fixing the face plate. | Item 100.A.150 | 70 | M |
| 726 | 726 | Duplex (2 port) Face plate (Network I/O point) (white/ cream colour) for Local Area Network including RJ45 I/O, modular plate & swit ch box/ gang box for fixing the face plate. | Item 100.A.160 | 50 | SET |
| 727 | 727 | Wall mounted Cabinet (switching closet) for housing Networking Equipment/ CCTV hardware, patch panel & accessories including power distribution boxes, MCBs/ Isolator Switches, required installation materials as per tender specifications | Item 100.A.170 | 2 | SET |
| 728 | 728 | 24 port Industrial Grade Network Switch with Optical Interfaces as per tender specifications | Item 100.A.180 | 2 | EA |
| 729 | 729 | Power cable 3 core x 2.5 mm2 Armoured, Copper as per tender specifications | Item 100.A.190 | 500 | M |
| 730 | 730 | 600 VA UPS with battery back-up for LAN switch | Item 100.A.200 | 2 | EA |
| 731 | 731 | 20 SERVICES | Item 100.B | ||
| 732 | 732 | Laying of HDPE pipe (excluding blowing of OFC) in mainline pipe trench at the bottom in all types of soil (including roads, canals, rivers, nullahs, water course crossings, submerged crossings, saltpan areas etc.) including supply and installation of suitable str aps for strapping the HDPE duct with mainline pipe for anti buoyancy, installation of HDPE duct accessories such as plastic couplers , end caps, end plugs, cable sealing plugs, supply and installation of warning tape, consumable guide rods, HDPE jointing, inspectio n of HDPE joints, testing the installed HDPE duct by blowing mandrel with compressed air, pressure testing the HDPE pipe after layi ng as per procedure and performing all work as per drawings, specifications and instruction of the Engineer-in-charge/ Site Engineer and provisions of the contract document for making the duct ready in all respect for OFC blowing. The job includes transportation, loading and unloading of HDPE ducts in nominal length of 1000 meters and duct accessories such as couplers, end caps, end sealing p lugs etc. to various sites along the entire ROW / HDD crossing locations as per specifications and directions of Engineer-in-charge / Site Engineer | Item 100.B.10 | 155 | KM |
| 733 | 733 | Laying of HDPE Pipe in trenches/ walls/ concrete structure/ panels etc. as per specifications & drawings & blowing/ laying of Owner supplied Aurmoured/Unarmoured Optical Fibre Cable in HDPE pipe, carrying out end to end testing of laid Optical fibre cables by taki ng OTDR traces and submitting the OTDR trace printouts to Site Engineer/ Engineer-in-charge. The job includes the supply and install ation of required materials such as fixing clamps, screws, tags etc. as required to complete the job in all respects as per drawings and directions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, test instruments, materials etc. The job includes handing over the tested cables to the Telecom Works Contractor and providing necessary assistance/ support to the Telecom Works Contractor in commissioning of Local Area Network. | Item 100.B.20 | 1000 | M |
| 734 | 734 | Trenching for laying of HDPE in Independent trench Excavation in unpaved areas of earth in work sites for conventional cable trenches for a depth upto 1.5 metres including shoring, strutting etc. (if necessary), backfilling the trench, as directed by Engineer-in-charge/ Site Engineer, including all labour and materials complete as per drawings and tender specifications | Item 100.B.30 | 1650 | CUM |
| 735 | 735 | Transportation (loading and unloading) of Owner supplied unarmoured Optical fibre cable (OFC) to various sites along Right of Way (R OW), pre laying testing of each cable drum for each fibre and taking the OTDR traces, submission of OTDR traces (in hard as well as soft copy) to Engineer-in-charge/ Site Engineer, blowing of OFC through contractor laid HDPE, jointing / splicing of OFC, post insta llation testing of OFC for each fibre for each drum laid & taking OTDR traces, submission of OTDR traces (in hard as well as soft co py) to Engineer-in-charge/ Site Engineer as per the scope, specifications and directions of Engineer-in-charge/ Site Engineer | Item 100.B.40 | 155 | KM |
| 736 | 736 | Installation of OFC jointing kits as per drawings, specifications and directions of Engineer-in-charge/ Site Engineer | Item 100.B.50 | 74 | SET |
| 737 | 737 | Installation of RF iD type Electronic Markers as per tender specifications. The job includes configuration & programming of the Elec tronic markers to write information data as per directions of Engineer-in-charge/ Site Engineer. | Item 100.B.60 | 74 | SET |
| 738 | 738 | Installation of pre-fabricated printed KM markers for OFC & HDPE as per tender specifications, drawings and directions of Engineer-i n-charge/ Site Engineer | Item 100.B.70 | 155 | EA |
| 739 | 739 | Installation of OFC Joint pit markers at every joint location as per specifications, drawings and directions of Engineer-in-charge/ Site Engineer | Item 100.B.80 | 74 | EA |
| 740 | 740 | Installation of pre-fabricated RCC (1:1.5:3) Joint Box with lid as per tender specifications, drawings and directions of Engineer-i n-charge/ Site Engineer. | Item 100.B.90 | 74 | SET |
| 741 | 741 | Installation of Transition Pits at building entry points as per tender specifications, drawings and directions of Engineer-in-charge / Site Engineer | Item 100.B.100 | 11 | SET |
| 742 | 742 | Installation of wall mounted Fibre Termination Box (FMS) as per tender specifications and directions of Engineer-in-charge/ Site Eng ineer | Item 100.B.110 | 2 | SET |
| 743 | 743 | Installation of Wall mounted Cabinet (switching closet) for housing Networking Equipment/ CCTV hardware, patch panel & accessories including power distribution boxes, MCBs/ Isolator Switches, required installation materials as per tender specifications | Item 100.B.120 | 2 | SET |
| 744 | 744 | 30 COMPOSITE | Item 100.C | ||
| 745 | 745 | Supply, erection and installation of GI Pipe of 100 mm nominal bore medium Class B as per IS1239 subject to owner's approval includi ng the supply & installation of all necessary pipe fittings such as bends, sockets, elbows, tees etc. bending, threading, clamping, plugs, packings, bushing etc. as required for sub ducting HDPE duct as per directions of Engineer-in-charge/ Site Engineer including cost of all labour, tools, materials complete in all respects. | Item 100.C.10 | 70 | M |
| 746 | 746 | Supply and installation of IDF (intermediate distribution frame) / Distribution box of 20 Pair capacity with mounting arrangement a s per specifications | Item 100.C.20 | 1 | EA |
| 747 | 747 | Supply and installation of IDF (intermediate distribution frame) / Distribution box of 10 Pair capacity with mounting arrangements as per specification. | Item 100.C.30 | 1 | EA |
| 748 | 748 | Supply and installation of MDF (Main distribution frame) /Distribution box of 50 Pair capacity as per specifications | Item 100.C.40 | 1 | EA |
| 749 | 749 | Laying of HDPE conduit and blowing of OFC cable inside the SV/MOV premises along the boundary wall, line item includes supply & ins tallation of suitable clamps , connectors, fixture, corner bends, tools & tackles (comprising of anchor bolts/nuts/accessories etc) required for OFC entry inside SV/MOV loctaionalong the boundary wall by clamping of HDPE conduit at a height of 1 meter above the finished ground level and extending it along the length of boundary wall at 1 meter height upto the transition pit inside SV/RCP bui lding as per attached drawing no. STD-793-00. The line item includes all sevices required for blowing of OFC cable iin HDPE conduit inside the MOV/SV loctaion as per STD - 793 drawing. | Item 100.C.50 | 2000 | M |
| 750 | 750 | Instrumentation Works - ITC | Item 00110 | ||
| 751 | 751 | 10 SUPPLY | Item 110.A | ||
| 752 | 752 | Supply of Pressure Indicators (PI) of the range 0 to 100 Kg / Cm2 as per the technical specifications attached in the Tender. | Item 110.A.10 | 2 | EA |
| 753 | 753 | Supply of Pressure Indicators (PI) of the range 0 to 200 Kg / Cm2 as per the technical specifications attached in the Tender. | Item 110.A.20 | 12 | EA |
| 754 | 754 | Supply of cable glands - flame proof and weather proof including EP/WP certificates. Glands suitable for 40 C X 1.5sqmm cables. 5/4\" | Item 110.A.30 | 22 | EA |
| 755 | 755 | Supply of cable glands - flame proof and weather proof including EP/WP certificates. Glands suitable for 12 C X 1.5sqmm cables. 1\" | Item 110.A.40 | 22 | EA |
| 756 | 756 | Supply of cable glands - flame proof and weather proof including EP/WP certificates. Glands suitable for 4 C X 1.5 sqmm cables. 1/2\" | Item 110.A.50 | 22 | EA |
| 757 | 757 | Supply of Plugs - flame proof and weather proof including EP/WP certificates. Plugs 5/4\" | Item 110.A.60 | 22 | EA |
| 758 | 758 | Supply of Plugs - flame proof and weather proof including EP/WP certificates. Plugs 1\" | Item 110.A.70 | 22 | EA |
| 759 | 759 | Supply of Plugs - flame proof and weather proof including EP/WP certificates. Plugs 1/2\" | Item 110.A.80 | 22 | EA |
| 760 | 760 | Supply of Reducers- flame proof and weather proof including EP/WP certificates. Reducers 1\" to 1/2\" | Item 110.A.90 | 22 | EA |
| 761 | 761 | Supply of Reducers- flame proof and weather proof including EP/WP certificates.. Reducers 1\" to 3/4\" | Item 110.A.100 | 22 | EA |
| 762 | 762 | Fitting, Bushing, 25.4 MM X 12.7 MM NPT(F), Material: Carbon Steel, Manufacturing Process: Forged, Material Specification: A105, End Finish: Threaded, conform to ANSI 16.11 [ SAP code 4323020064] | Item 110.A.110 | 46 | EA |
| 763 | 763 | Supply and placing in position 5 mm thick steel checkered plates over cable ducts, valves, pits etc including keeping provision of h oles for lifting arrangement and providing lifting arrangement complete in all respect inclusive of cost of all labour, material, ca rriage etc as per specification & the direction of the engineer in-charge/site engineer | Item 110.A.120 | 20 | M2 |
| 764 | 764 | Scrapper Detector Switch (18\" 600#), Type: Vane, Body Material: Stainless steel, End connection: Flanged, Switch action: DPDT, Voltage:24 VDC, Current: 1A complete as per tender specifications. | Item 110.A.130 | 3 | EA |
| 765 | 765 | 20 SERVICES | Item 110.B | ||
| 766 | 766 | As built documentation for each station covering a) Control /signalling cable layout drawings, b) Cable trench details, c) Cable m arker details, d) Earth grid layout, e) Field instrument termination details, f) Cable schedule, g) Junction box wiring details, h) Earth resistivity measurement data, i) Field panel termination details, j) Calibration data of all instruments tested as per scope. , k) OTDR Traces of the laid OFC as applicable for respective stations | Item 110.B.10 | 11 | LS |
| 767 | 767 | 30 COMPOSITE | Item 110.C | ||
| 768 | 768 | Installation, testing and commissioning of Pressure Indicator (PI) of various ratings as per drawings, recoomendations of OEM and d irections of Engineer in-charge/ Site engineer | Item 110.C.10 | 5 | EA |
| 769 | 769 | INSTALLATION OF PI+PS/PT: Installation, assistance in testing and commissioning of Pressure gauges and Pressure switches (PI+PS) / p ressure Gauge and pressure transmitter (PI+PT) of various ratings as per the directions of Engineer-in-charge/ Site engineer and dra wings | Item 110.C.20 | 7 | EA |
| 770 | 770 | INSTALLATION OF PT / PS: Installation, assistance in testing and commissioning of Pressure Transmitter (PT) / Pressure Switch (PS) o f various ratings as per the directions of Engineer in-charge/ Site engineer and drawings. | Item 110.C.30 | 28 | EA |
| 771 | 771 | INSTALLATION OF DPT: Installation, assistance in testing and commissioning of Differential Pressure Transmitter (DPT) as per the dir ections of Engineer in-charge/ Site engineer and drawings. | Item 110.C.40 | 2 | EA |
| 772 | 772 | INSTALLATION OF TEMPERATURE TRANSMITTER WITH THERMOWELL: Installation and assistance in testing & commissioning of temperature eleme nts/temperature transmitter(TT) by making necessary holes on the pipes, welding the socket for thermowell on the pipe including sup ply of boss, silicon paste etc as per the directions of engineer in-charge/site engineer and drawings. | Item 110.C.50 | 2 | EA |
| 773 | 773 | INSTALLATION OF SURFACE MOUNTED TEMPERATURE TRANSMITTER Installation and assistance in testing & commissioning of Surface Mounted te mperature elements/temperature transmitter (TT) by by welding the weld pad on the surface of the pipe, silicon paste as per the dir ections of engineer in-charge/site engineer and drawings. | Item 110.C.60 | 12 | EA |
| 774 | 774 | INSTALLATION OF EMERGENCY SHUTDOWN SWITCH: Installation and testing of emergency shut - down (ESD) Push button. This includes mounti ng of termination box as per the drawings, specification and instruction of Engineer in-charge/ Site engineer, replacement of broken glass covers and painting it in red colour. | Item 110.C.70 | 6 | EA |
| 775 | 775 | INSTALLATION & TESTING OF SCRAPPER DETECTOR: Installation, assistance in testing and commissioning of Scrapper Detector of various ratings aas per OEM recommandations, vendor drawings, directions of engineer in-charge/site engineer and other approved drawings. | Item 110.C.80 | 3 | EA |
| 776 | 776 | FLOW METER INSTALLATION - Taking delivery, shifting to installation site within the station premises, erecting and installing of the flow meter along with reducers and flow meter electronics/ flow transmitter. Providing assistance to control system vendor/meter su pplier in testing and commissioning of the turbine/ ultrasonic / coriolis mass flow meter / clamp on ultrasonic ete etc.. Making str uctural supports and fittings, clamps, screws, nuts, bolts, making the cable supports and terminating cables at panel and field ends . Mounting the junction boxes as per drawings,manufacturer's instructions, specification and direction/instruction of engineer in-ch arge/site engineer. Job shall include termination of cables at both fiels ends and control panel ends, supply of suitable size non-f lame proof cable glands at control panel and the cost of all labour, tools, materials, etc. including labelling, tagging using SS pl ates painting, glanding, ferruling complete in all respect. | Item 110.C.90 | 4 | EA |
| 777 | 777 | INSTRUMENTATION JOBS FOR PRESSURE CONTROL VALVE / FLOW CONTROL VALVE - Testing of control valve and field electronics, including fab rication of all structural supports and fittings, termination of related cables at field, panel & MCC end, after loop testing as per vendors drawing and direction of the site engineer. Mounting of junction box if any, supply of non flame proof cable glands for pa neland MCC end. The works includes tagging, labelling, glanding andferruling at both panel and field ends. | Item 110.C.100 | 2 | EA |
| 778 | 778 | INSTALLATION OF JUNCTION BOX/ PUSH BUTTON STATION - for MOV/ROSOV: Installation of non-flame proof junction box, explosion proof / flame proof junction boxes, Push button stations for MOV/ROSOV for marshalling of control cables, terminating the cables at field a nd control panel end, mounting the junction boxes/Push button station, connecting to earthing grid by supplying and installing all t he required materials such as supporting structure, canopy, cable gland hood, cement concrete, painting, GI wire etc. (excluding sup ply of the Junction Boxes/Push button station) in all respects complete as per specifications, drawings and direction of site Engine er including supply of suitable size non-flame proof cable glands at Control Panel end and the cost of labour,tools, materials, glan ding, ferruling etc. complete in all respects. | Item 110.C.110 | 53 | EA |
| 779 | 779 | INSTRUMENTATION JOBS FOR MOTOR OPERATED VALVES (MOV)/ROSOV/ROV - Carrying out the instrumentation and control system jobs on the alr eady erected actuator assembly of motor operated valves (MOV)by making the necessary cable connection at field and control panel end (excluding the supply of cables) calibrating the control components, adjusting the limit switches, testing the whole assembly as p er drawings specifications and direction of the engineer in-charge/site engineer complete in all respect, including supply of suitab le size non-flame-proof cable glands, ferruls, drilling/cutting of plate for fixing glands at Control Panel end and the cost of all labour, tools, glanding, ferruling, consumables etc. | Item 110.C.120 | 51 | EA |
| 780 | 780 | INSTALLATION OF CONTROL PANEL/CONSOLE DESK/ UPS/ RIO/ RTU/ PLC/ ACDB - Taking delivery, shifting the panels to installaion site and erection, installation, testing of Control panels, mounted with all the instruments, power supply units, UPS & battery banks logic control systems , barriers, providing assistance to control system vendor for commissioning of control system including panels, cont rol/console desk etc. installation on already made foundations or fixing on walls, or steel structure or fixtures aligning, levellin g, grouting, inter-wiring outgoing, incoming cable terminations as required, earthing, testing, complete in all respects as per draw ings, specifications and directions of the engineer in-charge/site engineer, including supply of suitable size non-flame proof cable glands for all incoming/outgoing cables and the cost of the materials, tools, labour, glanding, ferruling etc. complete in all resp ects.The indicated quantity is cumulative weight of panels. | Item 110.C.130 | 6000 | KG |
| 781 | 781 | STEEL STRUCTURAL WORKS - Supply, fabrication, erection and installation of steel/GI structural works of any type and shape such as c able racks, trays, push button, control posts, ladders, lugs, chain link, fencing, angles, joints, channels, plates, flats, bars etc as required as per specifications, drawings, directions of site engineer/engineer in-charge, inlcuding cost of all labour, material s, tools, consumables etc complete in all respects. Job is inclusuve of taking delivery from owner's go down and shifting to site wh erever required. | Item 110.C.140 | 480 | KG |
| 782 | 782 | Supply & installation of MAGNETIC PROXIMITY SWITCH with suitable junction box for termination of leads/cable for extending contact t o control system for unauthorised entry of building / MOV fencing. | Item 110.C.150 | 20 | EA |
| 783 | 783 | AIR CONDITIONER CASSETTE TYPE - Supply & Installation of 1.8T Cassette Type ACs flushed with false ceiling (Daiken / Hitachi / Car rier) along with 5KVA Voltage Stablizer & MS stand for outdoor unit, refregerant piping, drain piping complete as per instruction of EIC / Site Engineer | Item 110.C.160 | 8 | SET |
| 784 | 784 | Installation of Manual Call Point (Explosion Proof & Weather Proof) in Hazardous area, terminating the cables at field and control p anel end, connecting to earthing grid by supplying and installing all the required materialssuch as supporting structure, cement con crete, painting, GI wire etc.(excluding supply of the Manual Call Point) complete in all respectsas per specifications. | Item 110.C.170 | 4 | EA |
| 785 | 785 | Mechanical Works - Mainline | Item 00120 | ||
| 786 | 786 | 10 SERVICES | Item 120.A | ||
| 787 | 787 | \"Above Ground Equipments Installation: Taking delivery and transportation of equipments from designated Centralized warehouse location within the state (Details of warehou se given in SCC), placing on pre-constructed foundations, assembling together all sub-assemblies, levelling, alignment, grouting, cl eaning and flushing by water, draining, checking, testing, dressing and making good of the foundation and completing the work in al l respects in accordance with the relevant drawings, manufacturer's installation instruction, specifications and instructions of Sit e Engineer / EIC. Note: Weight of equipment is indicative only, Payment shall be done based on actual weight of equipment\" | Item 120.A.10 | ||
| 788 | 788 | Scrapper Launching cum receiving Barrel 18”x 22” 600# | Item 120.A.20 | 3 | EA |
| 789 | 789 | \"\"\"Insulating Coupling Erection: Taking delivery and transportation of equipments from designated Centralized warehouse location within the state (Details of warehou se given in SCC) and installation of Insulating Couplings of the following sizes and pressure class, at elevations specified in the drawing, checking resistance value by meggar test before and after erectionlevelling, aligning and checking, making welded connectio ns to the piping, coating & wrapping 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 120.A.30 | ||
| 790 | 790 | 18\"\" Insulating Coupling 600# | Item 120.A.40 | 3 | EA |
| 791 | 791 | 4\" x 600# Insulating Coupling | Item 120.A.50 | 18 | EA |
| 792 | 792 | \"Above ground process piping: Taking delivery & transporting of pipes from designated stock pile location /Designated godown both from outside & inside station pr emises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within s tation premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees ,con centric/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 l ine instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compres sed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the owner in this contract) and completing t he work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD.\" | Item 120.A.60 | ||
| 793 | 793 | 4.5\" OD x 0.237\"WT ASTM A 106 Gr B/A333 | Item 120.A.70 | 285 | M |
| 794 | 794 | 2.375\" OD x 0.218\"WT ASTM A 106 Gr B /A333 | Item 120.A.80 | 105 | M |
| 795 | 795 | 1.315\" OD x 0.179\"WT ASTM A 106 Gr B /A333 | Item 120.A.90 | 15 | M |
| 796 | 796 | \"Under ground piping for Process piping (with PU/3LPE Coating): Taking delivery & transporting of pipes from designated stock pile location /Designated godown both from outside & inside station pr emises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within s tation premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparation, b ending, 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 s teel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc. by sand blasting or with power wire brush (whe rever sand blast cleaning is not possible) free of dust, grease, mill scales etc. and applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials,Equipment etc, holiday detection of the coat ing, 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 labou r, 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 o f the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated.Thickness and Grade mentioned in the item ar e for reference only and may vary. Payment shall be based on OD. Note:- Charges for applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy for exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc shall be paid under separate SOR Item. \" | Item 120.A.100 | ||
| 797 | 797 | 4.5\" OD x 0.237\"WT ASTM A 106 Gr B/A333 -U/G | Item 120.A.110 | 15 | M |
| 798 | 798 | 2.375\" OD x 0.218\"WT ASTM A 106 Gr B/A333 -U/G | Item 120.A.120 | 15 | M |
| 799 | 799 | \"Installation of Valves:( Process Piping): Taking delivery of valves of all types and pressure rating from the designated location within station premises / Centralized wareho use located within the state (Details of warehouse given in SCC), transporting the same to site, erecting above ground on preconstru cted foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in th e drawings, priming and painting of above ground valves, PU Painting 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 al l respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. - Ball Valves\" | Item 120.A.130 | ||
| 800 | 800 | 18\" x ANSI 600# MOV W/W U/G API 6D Ball Valve | Item 120.A.140 | 12 | EA |
| 801 | 801 | 18\" x ANSI 600# MOV F/F A/G API 6D Ball Valve | Item 120.A.150 | 3 | EA |
| 802 | 802 | 18\" x ANSI 600# HOV F/F A/G API 6D Ball Valve | Item 120.A.160 | 3 | EA |
| 803 | 803 | 12\" x ANSI 600# MOV F/F API 6D Ball Valve | Item 120.A.170 | 2 | EA |
| 804 | 804 | 8\" x ANSI 600# MOV F/F API 6D Ball Valve | Item 120.A.180 | 8 | EA |
| 805 | 805 | 4\" x ANSI 600# HOV F/F A/G API 6D Ball Valve | Item 120.A.190 | 30 | EA |
| 806 | 806 | 4\" x ANSI 600# HOV W/W U/G API 6D Ball | Item 120.A.200 | 24 | EA |
| 807 | 807 | 2\" x ANSI 600# HOV F/F API 6D Ball Valve | Item 120.A.210 | 57 | EA |
| 808 | 808 | 2\" x ANSI 600# HOV W/W API 6D Ball / Ball Valve | Item 120.A.220 | 24 | EA |
| 809 | 809 | 1\" x ANSI 800# HOV W/W BS 5351 / ISO 17292 BALL VALVE | Item 120.A.230 | 27 | EA |
| 810 | 810 | \"Installation of Valves:( Process Piping): Taking delivery of valves of all types and pressure rating from the designated location within station premises / Centralized wareho use located within the state (Details of warehouse given in SCC), transporting the same to site, erecting above ground on preconstru cted foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in th e drawings, priming and painting of above ground valves, PU Painting 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 al l respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. - Globe Valves\" | Item 120.A.240 | ||
| 811 | 811 | 4\"x ANSI 600# F/F BS-1873/BS EN ISO 15761 GLOBE Valve | Item 120.A.250 | 21 | EA |
| 812 | 812 | 2\"x ANSI 600# F/F BS-1873 GLOBE Valve | Item 120.A.260 | 3 | EA |
| 813 | 813 | \"Radiographic Inspection: Inspection of welding by radiographic method on all types of piping including processing of films and interpreting the results of we ld quality and reporting the same to the Site Engineer together with recommendations as to the acceptability or otherwise of the wel ds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of supply of all peson nel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all respects as envisaged in the contract documents. Note: i) Payment will be on the basis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document. ii) Radiography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size. iii) For set-on type branch welding, the rate for radiography will be as applicable to the branch pipe size. iv) Repeat radiography of individual welds due to defective films or repair of welds shall be done at contractor's cost. In case where radiography is not possible: v) Verification by utrasonic testing shall be done at contractors cost. vi) Magenetic particle inspection as and where required shall be done at Contractors cost. 4\"\" NB Pipe Joints RT_M9\" | Item 120.A.270 | ||
| 814 | 814 | 4\" NB Pipe Joints RT | Item 120.A.280 | 273 | EA |
| 815 | 815 | 2\" NB Pipe Joints RT | Item 120.A.290 | 156 | EA |
| 816 | 816 | 1\" NB Pipe Joints RT | Item 120.A.300 | 15 | EA |
| 817 | 817 | \"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 sta tion premises and handing over, completing the work in all respect as per drawings, instruction of the Site Engineer / EIC.\" | Item 120.A.310 | 1 | TO |
| 818 | 818 | \"Temporary Barricading: Providing Temporary Barricading made of GI/ steel sheet with angle iron frame (40x40x6) in panels of 1.5 to 2.0m including lateral/ vertical angle bracing/ steel beam at bottom for stability, earth filling up to 300mm height above ground level, maintaining the bar ricading during construction at site, removing the same and clearing site after construction complete in all respects as per instruc tions of Site Engineer.\" | Item 120.A.320 | 100 | SQM |
| 819 | 819 | 20 COMPOSITE | Item 120.B | ||
| 820 | 820 | \"Supply and Erection of Structural Steel: Supplying at site, steel structural items such as steel plates, bars, MS gratings, chequered plates, angles, beams channels, commerc ial quality heavy pipes, C.I. Rollers, bolts & nuts, washers, grouting bolts, padding plate s etc., fabrication and erection of sadd le supports and other type of supports for pipes manifolds and valves, fabrication and erect ion of platforms walkways, stairways etc., sand blast/ power brush cl eaning, 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 re spect, in accordance with drawings, specifications and instructions of the Site Engineer / EIC.\" | Item 120.B.10 | 12 | TO |
| 821 | 821 | \"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 120.B.20 | ||
| 822 | 822 | Zinc Ethyl Slicate Primer | Item 120.B.30 | 260 | SQM |
| 823 | 823 | High Build EPOXY MIO | Item 120.B.40 | 260 | SQM |
| 824 | 824 | Isocynate Aliphatic Poly Urethene(PU) | Item 120.B.50 | 260 | SQM |
| 825 | 825 | \"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 sing le layer polyurethane coating(PU) using 100% solv ent free elastomeric plyurethane/ liquid epoxy, with approved materials, labour, equipment etc. and completing the job in all respects as per specificati on and instructions of the Site Engineer / EIC.\" | Item 120.B.60 | 65 | SQM |
| 826 | 826 | \"Copper Strips/ Flats for Jumpers for Flanged Joits of the Product Process Piping: Supply and Installation of one copper jumper per flanged joint across the flanged joints for valves, spool piece, branch offs etc., of product process piping, The job includes cutting drilling of holes of required size in the copper strips/ flats for bolting purpo se and complete the works in all respects as per specifications & drawings and instructions of Site Engineer/ EIC. Note:- Copper jumpers shall be installed in all the flanged joints of Product Process piping only and not in fire water lines.\" | Item 120.B.70 | ||
| 827 | 827 | Up to 30 mm wide x 3 mm thick Copper strip | Item 120.B.80 | 138 | EA |
| 828 | 828 | 30 - 50 mm wide x 3 mm thick Copper strip | Item 120.B.90 | 30 | EA |
| 829 | 829 | 30 SUPPLY | Item 120.C | ||
| 830 | 830 | Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as p er technical specifications from approved vendors specified in tender document. | Item 120.C.10 | ||
| 831 | 831 | 18\" SWMG ANSI 600# | Item 120.C.20 | 15 | EA |
| 832 | 832 | 16\" SWMG ANSI 600# | Item 120.C.30 | 6 | EA |
| 833 | 833 | 12\" SWMG ANSI 600# | Item 120.C.40 | 6 | EA |
| 834 | 834 | 4\" SWMG ANSI 600# | Item 120.C.50 | 105 | EA |
| 835 | 835 | 2\" SWMG ANSI 600# | Item 120.C.60 | 123 | EA |
| 836 | 836 | 1\" SWMG ANSI 600# | Item 120.C.70 | 15 | EA |
| 837 | 837 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical s pecifications from approved vendors specified in tender document. | Item 120.C.80 | ||
| 838 | 838 | Fasteners for Flanges 18\" x 600# (1.605\" Dia. X 12.00\" Length ) | Item 120.C.90 | 148 | EA |
| 839 | 839 | Fasteners for Flanges 18\" x 600# (1.605\" Dia. X 14.75\" Length ) - extended stud length for flanges with spectacle blind | Item 120.C.100 | 76 | EA |
| 840 | 840 | Fasteners for Flanges 16\" x 600# (1.500\" Dia. X 11.00\" Length ) | Item 120.C.110 | 26 | EA |
| 841 | 841 | Fasteners for Flanges 12\" x 600# ( 1.25\" Dia. X 12\" Length ) - extended stud length for flanges with spectacle blind | Item 120.C.120 | 52 | EA |
| 842 | 842 | Fasteners for Flanges 12\" x 600# (1.250\" Dia. X 9.75\" Length ) | Item 120.C.130 | 26 | EA |
| 843 | 843 | Fasteners for Flanges 4\" x 600# ( 0.875\" Dia. X 7.75\" Length ) - extended stud length for flanges with spectacle blind | Item 120.C.140 | 152 | EA |
| 844 | 844 | Fasteners for Flanges 4\" x 600# (0.875\" Dia. X 6.50\" Length ) | Item 120.C.150 | 600 | EA |
| 845 | 845 | Fasteners for Flanges 3\" x 600# (0.750\" Dia. X 5.50\" Length) | Item 120.C.160 | 20 | EA |
| 846 | 846 | Fasteners for Flanges 2\" x 600# ( 0.625\" Dia. X 5.75\" Length ) - extended stud length for flanges with spectacle blind | Item 120.C.170 | 48 | EA |
| 847 | 847 | Fasteners for Flanges 2\" x 600# (0.625\" Dia. X 4.75\" Length ) | Item 120.C.180 | 864 | EA |
| 848 | 848 | Fasteners for Flanges 1\" x 600# (0.625\" Dia. X 5.0\" Length ) - extended stud length for flanges with spectacle blind | Item 120.C.190 | 40 | EA |
| 849 | 849 | Fasteners for Flanges 1\" x 600# (0.625\" Dia. X 4.00\" Length ) | Item 120.C.200 | 20 | EA |
| 850 | 850 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document. - WNRF | Item 120.C.210 | ||
| 851 | 851 | 18\", WNRF FLANGE, ANSI - 600# (B 16.5) | Item 120.C.220 | 9 | EA |
| 852 | 852 | 16\", WNRF FLANGE, ANSI - 600# (B 16.5) | Item 120.C.230 | 6 | EA |
| 853 | 853 | 12\", WNRF FLANGE, ANSI - 600# (B 16.5) | Item 120.C.240 | 3 | EA |
| 854 | 854 | 4\", WNRF FLANGE, ANSI - 600# (B 16.5) | Item 120.C.250 | 57 | EA |
| 855 | 855 | 2\", WNRF FLANGE, ANSI - 600# (B 16.5) | Item 120.C.260 | 84 | EA |
| 856 | 856 | 1\", WNRF FLANGE, ANSI - 600# (B 16.5) | Item 120.C.270 | 15 | EA |
| 857 | 857 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document. - BLRF | Item 120.C.280 | ||
| 858 | 858 | 18\", BLRF FLANGE, ANSI - 600# (B 16.5) | Item 120.C.290 | 3 | EA |
| 859 | 859 | 16\", BLRF FLANGE, ANSI - 600# (B 16.5) | Item 120.C.300 | 3 | EA |
| 860 | 860 | 12\", BLRF FLANGE, ANSI - 600# (B 16.5) | Item 120.C.310 | 3 | EA |
| 861 | 861 | 4\", BLRF FLANGE, ANSI - 600# (B 16.5) | Item 120.C.320 | 15 | EA |
| 862 | 862 | 2\", BLRF FLANGE, ANSI - 600# (B 16.5) | Item 120.C.330 | 45 | EA |
| 863 | 863 | 1\", BLRF FLANGE, ANSI - 600# (B 16.5) | Item 120.C.340 | 15 | EA |
| 864 | 864 | SPECTACLE BLINDS: Supply and delivery of following mentioned Spectacle Blinds at respective stations as per Station wise Break up of material supply and as per technical specifications indicated in tender docuemnts. (As per ASME B16.48) | Item 120.C.350 | ||
| 865 | 865 | 18\" Spectacle Blind 600# F/F A/G - ASTM A105 | Item 120.C.360 | 3 | EA |
| 866 | 866 | 4\" Spectacle Blind 600# F/F A/G - ASTM A350 LF2 | Item 120.C.370 | 9 | EA |
| 867 | 867 | 2\" Spectacle Blind 600# F/F A/G - ASTM A350 LF2 | Item 120.C.380 | 3 | EA |
| 868 | 868 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical sp ecifications from approved vendors specified in tender document. - UnEqual TEE | Item 120.C.390 | ||
| 869 | 869 | 18\"x16\" 600# Unequal tee (Crossbar) | Item 120.C.400 | 1 | EA |
| 870 | 870 | 16\"x12\" x 600# Unequal tee | Item 120.C.410 | 2 | EA |
| 871 | 871 | 4\"x2\" 600# Unequal Tee | Item 120.C.420 | 36 | EA |
| 872 | 872 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical sp ecifications from approved vendors specified in tender document. - Equal TEE | Item 120.C.430 | ||
| 873 | 873 | 4\" 600# Equal Tee | Item 120.C.440 | 12 | EA |
| 874 | 874 | 1\" ANSI 600# Equal Tee | Item 120.C.450 | 3 | EA |
| 875 | 875 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical sp ecifications from approved vendors specified in tender document. - LR Bends | Item 120.C.460 | ||
| 876 | 876 | 4\" ANSI 600# 90 deg LR Bends | Item 120.C.470 | 55 | EA |
| 877 | 877 | 2\" ANSI 600# 90 deg LR Bends | Item 120.C.480 | 10 | EA |
| 878 | 878 | 1\" ANSI 600# 90 deg LR Bends | Item 120.C.490 | 10 | EA |
| 879 | 879 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical sp ecifications from approved vendors specified in tender document. - Half Coupling & Nipple | Item 120.C.500 | ||
| 880 | 880 | 1\" size 3000# St. NIPPLE | Item 120.C.510 | 15 | EA |
| 881 | 881 | 1\" 3000# HALF COUPLING | Item 120.C.520 | 15 | EA |
| 882 | 882 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical sp ecifications from approved vendors specified in tender document. - Weld-o-let | Item 120.C.530 | ||
| 883 | 883 | 18\"x4\" x 600# Weld-o-let | Item 120.C.540 | 33 | EA |
| 884 | 884 | 18\"x2\" x 600# Weld-o-let | Item 120.C.550 | 33 | EA |
| 885 | 885 | Supply of ASTM A106 Gr.B /A333 pipes at respective stations as per Station wise Break up of material supply and as per technical sp ecifications from approved vendors specified in tender document. | Item 120.C.560 | ||
| 886 | 886 | 4.500\" ODx 0.237\" WT (Sch.STD) ASTM A 333 Gr 6 bare Pipe | Item 120.C.570 | 300 | M |
| 887 | 887 | 2.375\" ODx 0.218\" WT (Sch.XS) ASTM A 333 Gr 6 bare pipe | Item 120.C.580 | 120 | M |
| 888 | 888 | 1.315\" ODx 0.179\"WT (Sch.XS) ASTM A 333 Gr 6 Bare pipe | Item 120.C.590 | 15 | M |
| 889 | 889 | Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document. - Globe Valves | Item 120.C.600 | ||
| 890 | 890 | 4\"x ANSI 600# F/F BS-1873 GLOBE Valve | Item 120.C.610 | 21 | EA |
| 891 | 891 | 2\"x ANSI 600# F/F BS-1873 GLOBE Valve | Item 120.C.620 | 3 | EA |
| 892 | 892 | Supply and delivery of BS 5351/ISO 17292 Ball valve for use in process piping at respective stations as per Station wise Break up o f material supply and as per technical specifications from approved vendors specified in tender document. | Item 120.C.630 | ||
| 893 | 893 | 1\" x 800# Ball valve HOV W/W ISO 17292 | Item 120.C.640 | 27 | EA |
| 894 | 894 | Supply and delivery of API 6D Ball valves for use in process piping at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. | Item 120.C.650 | ||
| 895 | 895 | 4\" F/F ANSI 600# A/G, API6D BALL VALVE HOV | Item 120.C.660 | 4 | EA |
| 896 | 896 | 4\" W/W ANSI 600# U/G, API6D BALL VALVE HOV | Item 120.C.670 | 5 | EA |
| 897 | 897 | 2\" W/W ANSI 600# A/G, API6D BALL VALVE HOV | Item 120.C.680 | 24 | EA |
| 898 | 898 | 2\" F/F ANSI 600# A/G, API6D BALL VALVE HOV | Item 120.C.690 | 57 | EA |
| 899 | 899 | Mechanical Works - CSW | Item 00130 | ||
| 900 | 900 | 10 SERVICES | Item 130.A | ||
| 901 | 901 | \"\"\"Above Ground Equipments Installation: Taking delivery and transportation of equipments from designated storage location within the station/Centralized warehouse location (as applicable), placing on pre-constructed foundations, assembling together all sub-asse mblies, 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 instructio n, specifications and instructions of Site Engineer /EIC. Note: Weight of equipment is indicative only, Payment shall be done based on actual weight of equipment.\" | Item 130.A.10 | ||
| 902 | 902 | Vertical Submersible type Motor Driven Water filling Pumping Unit (Q=30 KL/hr, H= 40 MCL) | Item 130.A.20 | 2 | TO |
| 903 | 903 | \"Motor Driven F/F Jockey Pump Unit Installation: Taking delivery of motor driven Fire Fighting Pumping unit from designated storage location within the pump station/Centralized war ehouse location (as applicable), shifting and placing the equipments on the pre-constructed foundation, levelling, grouting and ali gning the equipment, assembling together of all sub-assemblies, auxiliaries, mountings, fittings, interconnecting piping etc., carry ing out trial run of complete unit, making final alignment, checking and testing of the complete unit and completing the work in all respects in accordance with the specification, drawings, manufacturer's installation instructions, technical specifications and as per the instruction of the Site Engineer / EIC. Note: 1. The auxiliaries and mountings shall include but not limited to pipe works etc. 2. Electrical & Instrumentation connections are not included in this item. Jockey Pump Unit (Q-10 Kls/Hr, H-105 MCL)\" | Item 130.A.30 | 1 | TO |
| 904 | 904 | \"Engine Driven F/F Pumping Units Installation: Taking delivery of engine driven Fire Fighting Pumping unit from designated storage location within the pump station/Centralized wa rehouse location (as applicable), shifting and placing the equipments on the pre-constructed foundation, levelling, grouting and al igning the equipment, assembling together of all sub-assemblies, auxiliaries, mountings, fittings, interconnecting piping etc., carr ying out trial run of complete unit, making final alignment, checking and testing of the complete unit and completing the work in al l respects in accordance with the specification, drawings, manufacturer's installation instructions, technical specifications and as per the instruction of the Site Engineer / EIC. Note: 1. The auxiliaries and mountings shall include but not limited to pipe works etc. 2. Electrical & Instrumentation connections are not included in this item. Fire fighting Pumping Unit (Q= 450 Kl/Hr, H= 120 MCL)\" | Item 130.A.40 | 7.5 | TO |
| 905 | 905 | \"\"\"Insulating Coupling Erection: Taking delivery and transportation of equipments from designated Centralized warehouse location within the state (Details of warehou se given in SCC) and installation of Insulating Couplings of the following sizes and pressure class, at elevations specified in the drawing, checking resistance value by meggar test before and after erectionlevelling, aligning and checking, making welded connectio ns to the piping, coating & wrapping 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 130.A.50 | ||
| 906 | 906 | 8\" x 300# Insulating Coupling | Item 130.A.60 | 1 | EA |
| 907 | 907 | \"Above Ground Equipments Installation: Taking delivery and transportation of equipments from designated Centralized warehouse location within the state (Details of warehouse given in SCC), 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 instr uction, specifications and instructions of Site Engineer / EIC. Note: Weight of equipment is indicative only, Payment shall be done based on actual weight of equipment.\" | Item 130.A.70 | ||
| 908 | 908 | Single Basket Type Strainer - 16\" x 600# | Item 130.A.80 | 7.6 | TO |
| 909 | 909 | \"Above Ground Equipments Installation: Taking delivery of equipments, shifting/transporting within station premises, placing on pre-constructed foundations, assembling to gether all sub-assemblies, levelling, alignment, grouting, cleaning and flushing by water, draining, checking, testing, dressing and making good of the foundation and completing the work in all respects in accordance with the relevant drawings, manufacturer's ins tallation instruction, specifications and instructions of Site Engineer / EIC. Note: Weight of equipment is indicative only, Payment shall be done based on actual weight of equipment. \" | Item 130.A.90 | ||
| 910 | 910 | Y - Type Strainer - 10\" x10\"- 150# | Item 130.A.100 | 2 | TO |
| 911 | 911 | Y - Type Strainer -3\" X3\"X150#/ 4\" x4\"- 150# | Item 130.A.110 | 2 | TO |
| 912 | 912 | \"Above ground process piping: Taking delivery & transporting of pipes from designated stock pile location /Designated godown both from outside & inside station pr emises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within s tation premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees,conc entric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in li ne instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compress ed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the wo rk (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance w ith the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for referenc e only and may vary. Payment shall be based on OD.\" | Item 130.A.120 | ||
| 913 | 913 | 16\" OD x 0.375\"/0.438\"WT APL 5L | Item 130.A.130 | 280 | M |
| 914 | 914 | 12.75\" OD x 0.375\" WT APL 5L | Item 130.A.140 | 50 | M |
| 915 | 915 | 8.625\" OD x 0.322\" / 0.375\" / 0.438\" WT API 5L /ASTM A106/A333 | Item 130.A.150 | 250 | M |
| 916 | 916 | 6.625\" OD x 0.280\" ASTM A 106 Pipe/A333 | Item 130.A.160 | 40 | M |
| 917 | 917 | 4.5\" OD x 0.237\"WT ASTM A 106 Gr B/A333 | Item 130.A.170 | 32 | M |
| 918 | 918 | 3.5\" OD x 0.216\"WT ASTM A 106 Gr B /A333 | Item 130.A.180 | 150 | M |
| 919 | 919 | 2.375\" OD x 0.218\"WT ASTM A 106 Gr B /A333 | Item 130.A.190 | 74 | M |
| 920 | 920 | 1.315\" OD x 0.179\"WT ASTM A 106 Gr B /A333 | Item 130.A.200 | 80 | M |
| 921 | 921 | \"Above ground internal epoxy coated pipe for Fire Water Services: (with internal epoxy coating for repair at wending joints ) Taking delivery of internal epoxy coated pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from desig nated location within station premises, transporting the same to site, fabrication and erection of above ground piping including cut ting, 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 equipme nt nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes b y 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 cons umables necessary to perform the work (other than those specifically under taken by the owner in this contract).The scope shall also include cleaning of internal surface of pipes conforming to SSPC SP-10 at all location where coating has been distroyed due to weld ing and repairing the internal surface by application of 2-pack cold cured Isophthalic polyster acrylic co-polymer glass flake fille d /Liquid epoxy / Equivalent with coating of thickness 700-1000 Microns . The locations where internal coating repair is expected w ould be at pipe end, Flanges ,pipe fittings ,valve location so that the internal of pipe surface is not directly exposed to water an d completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC.\" | Item 130.A.210 | ||
| 922 | 922 | 14\" ODx 0.375\" WT IS3589 FE410 Pipe | Item 130.A.220 | 40 | M |
| 923 | 923 | 12.75\" ODx 0.250\" WT IS3589 FE410 Pipe | Item 130.A.230 | 640 | M |
| 924 | 924 | 10.75\" ODx 0.250\" WT IS3589 FE410 Pipe | Item 130.A.240 | 40 | M |
| 925 | 925 | 8.625\" ODx 0.250\" WT IS3589 FE410 Pipe | Item 130.A.250 | 40 | M |
| 926 | 926 | 6.625\" ODx 0.250\" WT IS3589 FE410 Pipe | Item 130.A.260 | 40 | M |
| 927 | 927 | 4.5\" ODx 0.237\" WT ASTM A 106 Gr B Pipe FW | Item 130.A.270 | 82 | M |
| 928 | 928 | 3.5\" OD x 0.216\"WT ASTM A 106 Gr B FW | Item 130.A.280 | 32 | M |
| 929 | 929 | 2.375\" OD x 0.218\"WT ASTM A 106 Gr B -FW | Item 130.A.290 | 16 | M |
| 930 | 930 | 1.315\" OD x 0.179\"WT ASTM A 106 Gr B -FW | Item 130.A.300 | 8 | M |
| 931 | 931 | \"Under ground piping for Process piping (with PU/3LPE Coating): Taking delivery & transporting of pipes from designated stock pile location /Designated godown both from outside & inside station pr emises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within s tation premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparation, b ending, 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 s teel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc. by sand blasting or with power wire brush (whe rever sand blast cleaning is not possible) free of dust, grease, mill scales etc. and applying single layer polyurethane coating(PU ) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials,Equipment etc, holiday detection of the coa ting, cleaning of coated pipes by water flushing after cleaning by compresed air,hydrostatic testing of each section to the specifie d pressure, draining the water, tie-in, back filling, restoration of site final cleaning up and disposal of water and surpluses, pro viding all inputs such as labour, materials equipment and consumable necessary to perform the work (other than those specifically un dertaken to be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawings, s pecifications and instructions of the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated.Thickness an d Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD Note:- Charges for applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy for exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc shall be paid under separate SOR Item.\" | Item 130.A.310 | ||
| 932 | 932 | 16\" OD x 0.375\"/0.438\"WT APL 5L -U/G | Item 130.A.320 | 70 | M |
| 933 | 933 | 12.75\" OD x 0.375\" WT APL 5L -U/G | Item 130.A.330 | 20 | M |
| 934 | 934 | 8.625\" OD x 0.322\" / 0.375\" / 0.438\" WT API 5L /ASTM A106/A333 -U/G | Item 130.A.340 | 50 | M |
| 935 | 935 | 6.625\" OD x 0.280\" ASTM A 106 Gr B/A333 Pipe -U/G | Item 130.A.350 | 10 | M |
| 936 | 936 | 4.5\" OD x 0.237\"WT ASTM A 106 Gr B/A333 -U/G | Item 130.A.360 | 28 | M |
| 937 | 937 | 3.5\" OD x 0.216\"WT ASTM A 106 Gr B/A333 -U/G | Item 130.A.370 | 50 | M |
| 938 | 938 | 2.375\" OD x 0.218\"WT ASTM A 106 Gr B/A333 -U/G | Item 130.A.380 | 48 | M |
| 939 | 939 | 1.315\" OD x 0.179\"WT ASTM A 106 Gr B/A333 -U/G | Item 130.A.390 | 34 | M |
| 940 | 940 | \"Under ground piping for Fire Water Services:(with internal epoxy coating for repair at welding joints, flanges and fittings) Taking delivery of bare Pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location with in station premises / Centralized warehouse (as applicable) transporting the same to site, fabrication and erection of underground p iping including cutting, edge preparation, bending, threading, lining up and welding, excavating, trenching in all kind of soil to s pecific 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 pressure gauges, thermal relief valves, thermowells etc., underground at elevations indicated in the drawing connecting with equipme nt nozzles, valves, vessels, in-line instruments etc., cleaning of coated pipes by water flushing after cleaning by compressed air h ydrostatic testing of each section to the specified pressure, draining the water, tie-in, back filling, restoration of site final cl eaning 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 cleaning of internal surface of pipes conforming to SSPC SP-10 of Flanges, fiitings and at all location where coating has been destroyed due to welding and repairing the internal surface by application of 2-pack cold cured Isophthalic polyster acrylic co-polymer glass flake filled /Liquid epoxy / Equivalent with coating of thickness as per specifications. The locations where internal coating repair is expected would be at pipe end, Flanges, pipe fittings ,valve location so that the internal of pipe surface is not directly exposed to water and completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. Note:- 1) Charges for applying polyurethane coating(PU) for exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges, equipment and valves etc shall be paid under separate SOR Item. 2) Charges for supply of pipe with internal coating shall be paid under separate SOR items\" | Item 130.A.400 | ||
| 941 | 941 | 14\" ODx 0.375\" WT IS3589 FE410 Pipe U/G | Item 130.A.410 | 10 | M |
| 942 | 942 | 12.75\" ODx 0.250\" WT IS3589 FE410 Pipe U/G | Item 130.A.420 | 110 | M |
| 943 | 943 | 10.75\" ODx 0.250\" WT IS3589 FE410 Pipe U/G | Item 130.A.430 | 10 | M |
| 944 | 944 | 8.625\" ODx 0.250\" WT IS3589 FE410 Pipe U/G | Item 130.A.440 | 10 | M |
| 945 | 945 | 6.625\" ODx 0.250\" WT IS3589 FE410 Pipe U/G | Item 130.A.450 | 10 | M |
| 946 | 946 | 4.5\" ODx 0.237\" WT ASTM A 106 Gr B Pipe FW U/G | Item 130.A.460 | 8 | M |
| 947 | 947 | 3.5\" OD x 0.216\"WT ASTM A 106 Gr B FW U/G | Item 130.A.470 | 8 | M |
| 948 | 948 | 2.375\" OD x 0.218\"WT ASTM A 106 Gr B FW U/G | Item 130.A.480 | 4 | M |
| 949 | 949 | 1.315\" ODx 0.179\" WT ASTM A 106 Gr B Pipe FW U/G | Item 130.A.490 | 2 | M |
| 950 | 950 | \"Above ground piping for Fuel line / Air line: Taking delivery of pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within s tation premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edge preparation , bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, c oncentric reducers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowell s etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments et c., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air including air cleaning prior to installation of valve by card board/ Tin blasting method, 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).completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engin eer / EIC.\" | Item 130.A.500 | ||
| 951 | 951 | 2.375\" ODx 0.218\" WT ASTM A 106 Gr B Pipe F/A | Item 130.A.510 | 70 | M |
| 952 | 952 | 1.315\" ODx 0.179\" WT ASTM A 106 Gr B Pipe F/A | Item 130.A.520 | 90 | M |
| 953 | 953 | \"Under ground piping for Fuel / Air piping: Taking delivery of pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within st ation premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparation, be nding, threading, lining up and welding, excavating, trenching in all kind of soil to specific depths as indicated in drawings and i nstalling 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 mater ial surface by sandblast cleaning, coating and wrapping the pipes/pipe fittings with coaltar base tape coating material (including t he supply of coating tape, precoat material etc.), holiday detection of the coating, cleaning of coated pipes by water flushing afte r cleaning by compresed air prior to installation of valve, cleaning by card board/ Tin blasting method, 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 th an those specifically undertaken to be supplied by the owner under the contract) and completing the work in all respects in accorda nce with the drawings, specifications and instructions of the Site Engineer / EIC.\" | Item 130.A.530 | ||
| 954 | 954 | 2.375\" ODx 0.237\"WT ASTM A 106 Gr B F/A/ U/G | Item 130.A.540 | 15 | M |
| 955 | 955 | 1.315\" ODx 0.237\"WT ASTM A 106 Gr B F/A/ U/G | Item 130.A.550 | 25 | M |
| 956 | 956 | \"Installation of Valves:( Process Piping): Taking delivery of valves of all types and pressure rating from the designated location within station premises / Centralized wareho use located within the state (Details of warehouse given in SCC), transporting the same to site, erecting above ground on preconstru cted foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in th e drawings, priming and painting of above ground valves, PU Painting 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 al l respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. - Ball Valves\" | Item 130.A.560 | ||
| 957 | 957 | 16\" x ANSI 600# MOV W/W U/G API 6D Ball Valve | Item 130.A.570 | 2 | EA |
| 958 | 958 | 16\" x ANSI 600# MOV F/F API 6D Ball Valve | Item 130.A.580 | 13 | EA |
| 959 | 959 | 12\" x ANSI 600# MOV F/F API 6D Ball Valve | Item 130.A.590 | 6 | EA |
| 960 | 960 | 8\" x ANSI 600# MOV F/F API 6D Ball Valve | Item 130.A.600 | 3 | EA |
| 961 | 961 | 4\" x ANSI 600# HOV F/F A/G API 6D Ball Valve | Item 130.A.610 | 4 | EA |
| 962 | 962 | 2\" x ANSI 600# HOV F/F API 6D Ball Valve | Item 130.A.620 | 19 | EA |
| 963 | 963 | 8\" x ANSI 300# MOV F/F API 6D Ball Valve | Item 130.A.630 | 8 | EA |
| 964 | 964 | 8\" x ANSI 300# ROV F/F API 6D Ball Valve | Item 130.A.640 | 2 | EA |
| 965 | 965 | 3\" x ANSI 300# HOV F/F API 6D Ball Valve | Item 130.A.650 | 2 | EA |
| 966 | 966 | 2\" x ANSI 300# HOV F/F API 6D Ball Valve | Item 130.A.660 | 5 | EA |
| 967 | 967 | 1\" x ANSI 800# HOV W/W ISO 17292 BALL VALVE | Item 130.A.670 | 34 | EA |
| 968 | 968 | \"Installation of Valves:( Process Piping): Taking delivery of valves of all types and pressure rating from the designated location within station premises / Centralized wareho use located within the state (Details of warehouse given in SCC), transporting the same to site, erecting above ground on preconstru cted foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in th e drawings, priming and painting of above ground valves, PU Painting 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 al l respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. - Swing Check Valves\" | Item 130.A.680 | ||
| 969 | 969 | 16\" x 600# API 6D SWING CHECK VALVE F/F, A/G | Item 130.A.690 | 2 | EA |
| 970 | 970 | 8\"x ANSI 300# F/F API 6D Swing Check Valve -A/G | Item 130.A.700 | 1 | EA |
| 971 | 971 | \"Installation of Valves:( Process Piping): Taking delivery of valves of all types and pressure rating from the designated location within station premises / Centralized wareho use located within the state (Details of warehouse given in SCC), transporting the same to site, erecting above ground on preconstru cted foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in th e drawings, priming and painting of above ground valves, PU Painting 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 al l respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. - For Fuel/Air Line\" | Item 130.A.710 | ||
| 972 | 972 | 2\"x ANSI 300 # HOV F/F API 600 Gate / BS 5351 Ball Valve (For Fuel / Air Piping) | Item 130.A.720 | 7 | EA |
| 973 | 973 | 1\"x ANSI 800 # HOV F/F API 600 Gate / BS 5351 Ball Valve (For Fuel / Air Piping) | Item 130.A.730 | 12 | EA |
| 974 | 974 | \"Installation of Valves:( Process Piping): Taking delivery of valves of all types and pressure rating from the designated location within station premises / Centralized wareho use located within the state (Details of warehouse given in SCC), transporting the same to site, erecting above ground on preconstru cted foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in th e drawings, priming and painting of above ground valves, PU Painting 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 al l respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. - Control Valves\" | Item 130.A.740 | ||
| 975 | 975 | 8\" 600# Control Valve F/F | Item 130.A.750 | 1 | EA |
| 976 | 976 | 8\" 300# Control Valve F/F | Item 130.A.760 | 1 | EA |
| 977 | 977 | \"Installation of Valves:( Process Piping): Taking delivery of valves of all types and pressure rating from the designated location within station premises / Centralized wareho use located within the state (Details of warehouse given in SCC), transporting the same to site, erecting above ground on preconstru cted foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in th e drawings, priming and painting of above ground valves, PU Painting 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 al l respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. - Globe Valves\" | Item 130.A.770 | ||
| 978 | 978 | 12\" ANSI 600 # F/F BS-1873 GLOBE Valve | Item 130.A.780 | 4 | EA |
| 979 | 979 | 8\"x ANSI 600 # F/F BS-1873 GLOBE Valve | Item 130.A.790 | 1 | EA |
| 980 | 980 | 4\"x ANSI 600# F/F BS-1873/BS EN ISO 15761 GLOBE Valve | Item 130.A.800 | 4 | EA |
| 981 | 981 | 2\"x ANSI 600# F/F BS-1873 GLOBE Valve | Item 130.A.810 | 11 | EA |
| 982 | 982 | 8\"x ANSI 300# F/F BS-1873/BS EN ISO 15761 GLOBE Valve | Item 130.A.820 | 1 | EA |
| 983 | 983 | 3\"x ANSI 300# F/F BS-1873/BS EN ISO 15761 GLOBE Valve | Item 130.A.830 | 1 | EA |
| 984 | 984 | 2\"x ANSI 300# F/F BS-1873/BS EN ISO 15761 GLOBE Valve | Item 130.A.840 | 5 | EA |
| 985 | 985 | 1\"x ANSI 800# W/W BS-1873/BS EN ISO 15761 GLOBE Valve | Item 130.A.850 | 29 | EA |
| 986 | 986 | \"Installation of Valves:( Process Piping): Taking delivery of valves of all types and pressure rating from the designated location within station premises / Centralized wareho use located within the state (Details of warehouse given in SCC), transporting the same to site, erecting above ground on preconstru cted foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in th e drawings, priming and painting of above ground valves, PU Painting 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 al l respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. - Thermal Relief Valves\" | Item 130.A.860 | ||
| 987 | 987 | 1\" x 1\" Thermal Relief Valve F/F ANSI 600# x 300# | Item 130.A.870 | 19 | EA |
| 988 | 988 | 1\" x 1\" Thermal Relief Valve F/F ANSI 300# x 300# | Item 130.A.880 | 10 | EA |
| 989 | 989 | \"Installation of Valves(for Fire water Lines-Tanks & Piping) : Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the sa me tosite, erecting above ground on preconstructed foundations or undergroundincluding earth work in excavation and filling for unde r ground valvesat elevations specified in the drawings, priming and painting of aboveground valves, flood coating and wrapping of un der ground portions (ifapplicable) including all inputs, labour, material and consumable (otherthan those specifically undertaken to be supplied by the owner) andcompleting the work in all respects in accordance with the drawings,manufacturer's installation instru ctions and specifications andinstructions of the Site Engineer /EIC. - Gate Valves Note:The cost of construction of Valve foundations shall be measured &paid separately under respective civil items.\" | Item 130.A.890 | ||
| 990 | 990 | 14\"x ANSI 150 # HOV F/F API 600 Gate Valve FW | Item 130.A.900 | 1 | EA |
| 991 | 991 | 12\"x ANSI 150 # HOV F/F API 600 Gate Valve FW | Item 130.A.910 | 14 | EA |
| 992 | 992 | 10\"x ANSI 150 # HOV F/F API 600 Gate Valve FW | Item 130.A.920 | 4 | EA |
| 993 | 993 | 8\"x ANSI 150 # HOV F/F API 600 Gate Valve FW | Item 130.A.930 | 4 | EA |
| 994 | 994 | 6\"x ANSI 150 # HOV F/F API 600 Gate Valve FW | Item 130.A.940 | 2 | EA |
| 995 | 995 | 4\"x ANSI 150 # HOV F/F API 600 Gate Valve FW | Item 130.A.950 | 26 | EA |
| 996 | 996 | 3\"x ANSI 150 # HOV F/F API 600 Gate Valve FW | Item 130.A.960 | 5 | EA |
| 997 | 997 | 2\"x ANSI 150 # HOV F/F API 600 Gate Valve FW | Item 130.A.970 | 5 | EA |
| 998 | 998 | 1\" x ANSI 800# HOV W/W API 602 Gate Valve | Item 130.A.980 | 20 | EA |
| 999 | 999 | \"Installation of Valves(for Fire water Lines-Tanks & Piping) : Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the sa me tosite, erecting above ground on preconstructed foundations or undergroundincluding earth work in excavation and filling for unde r ground valvesat elevations specified in the drawings, priming and painting of aboveground valves, flood coating and wrapping of un der ground portions (ifapplicable) including all inputs, labour, material and consumable (otherthan those specifically undertaken to be supplied by the owner) andcompleting the work in all respects in accordance with the drawings,manufacturer's installation instru ctions and specifications andinstructions of the Site Engineer /EIC. - Swing Check Valves Note:The cost of construction of Valve foundations shall be measured &paid separately under respective civil items.\" | Item 130.A.990 | ||
| 1000 | 1000 | 8\"x ANSI 150# F/F BS 1868 Swing/Dual plate Check Valve FW | Item 130.A.1000 | 1 | EA |
| 1001 | 1001 | 4\"x ANSI 150 # F/F BS 1868 Swing Check Valve FW | Item 130.A.1010 | 1 | EA |
| 1002 | 1002 | 3\"x ANSI 150 # F/F BS 1868 Swing Check Valve FW | Item 130.A.1020 | 1 | EA |
| 1003 | 1003 | 2\"x ANSI 150 # F/F BS 1868 Swing Check Valve FW | Item 130.A.1030 | 1 | EA |
| 1004 | 1004 | Supply of Fire Fighting Monitor/hydrant | Item 130.A.1040 | ||
| 1005 | 1005 | High Volume Long Range Foam Monitor 750 GPM capacity stand post type with inlet flange of 4\" X 150# HVLR | Item 130.A.1050 | 6 | EA |
| 1006 | 1006 | Stand Post Type double way fire hydrant fitted with 2 Nos of single landing valve complete as per IS: 5290 alongwith 4\" x 150# WNRF Flange | Item 130.A.1060 | 21 | EA |
| 1007 | 1007 | \"Radiographic Inspection: Inspection of welding by radiographic method on all types of piping including processing of films and interpreting the results of we ld quality and reporting the same to the Site Engineer together with recommendations as to the acceptability or otherwise of the wel ds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of supply of all peson nel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all respects as envisaged in the contract documents. Note: i) Payment will be on the basis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document. ii) Radiography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size. iii) For set-on type branch welding, the rate for radiography will be as applicable to the branch pipe size. iv) Repeat radiography of individual welds due to defective films or repair of welds shall be done at contractor's cost. In case where radiography is not possible: v) Verification by utrasonic testing shall be done at contractors cost. vi) Magenetic particle inspection as and where required shall be done at Contractors cost. 4\"\" NB Pipe Joints RT_M9\" | Item 130.A.1070 | ||
| 1008 | 1008 | 16\" NB Pipe Joints RT | Item 130.A.1080 | 42 | EA |
| 1009 | 1009 | 12\"\" NB Pipe Joints RT | Item 130.A.1090 | 12 | EA |
| 1010 | 1010 | 10\"\" NB Pipe Joints RT | Item 130.A.1100 | 10 | EA |
| 1011 | 1011 | 8\" NB Pipe Joints RT | Item 130.A.1110 | 70 | EA |
| 1012 | 1012 | 6\" NB Pipe Joints RT | Item 130.A.1120 | 20 | EA |
| 1013 | 1013 | 4\" NB Pipe Joints RT | Item 130.A.1130 | 34 | EA |
| 1014 | 1014 | 3\" NB Pipe Joints RT | Item 130.A.1140 | 50 | EA |
| 1015 | 1015 | 2\" NB Pipe Joints RT | Item 130.A.1150 | 58 | EA |
| 1016 | 1016 | 1\" NB Pipe Joints RT | Item 130.A.1160 | 90 | EA |
| 1017 | 1017 | \"Fabrication of Mitre Bends - Long Radius: Taking delivery of pipes from designated locations, transporting the same to site and fabrication of carbon steel piping specials by cutting, edge preparation, welding, all types of testing including radiography & including supply of all inputs such as labour, mat erials (other than those specifically undertaken to be supplied by the Owner under the contract), equipments, consumables etc. neces sary to perform and completing the work in all respects in accordance with drawings, specifications and instructions of the Site Eng ineer / EIC. \" | Item 130.A.1170 | ||
| 1018 | 1018 | 14\" OD x 0.375\" WT more than 45 ° & up to 90 ° Mitre Bend | Item 130.A.1180 | 1 | EA |
| 1019 | 1019 | 12.75\" OD x 0.375\" WT more than 45° & up to 90° Mitre Bend | Item 130.A.1190 | 7 | EA |
| 1020 | 1020 | 10.75\" OD x 0.365\"/0.250\" more than 45 ° & up to 90 ° Mitre Bend | Item 130.A.1200 | 2 | EA |
| 1021 | 1021 | 8.625\" OD x 0.322\"/0.250\" more than 45 ° & up to 90 ° Mitre Bend | Item 130.A.1210 | 2 | EA |
| 1022 | 1022 | 6.625\" OD x 0.280\"/0.250\" more than 45 ° & up to 90 ° Mitre Bend | Item 130.A.1220 | 2 | EA |
| 1023 | 1023 | \"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 sta tion premises and handing over, completing the work in all respect as per drawings, instruction of the Site Engineer / EIC.\" | Item 130.A.1230 | 2 | TO |
| 1024 | 1024 | \"Dismantling of Piping (Aboveground): Dismantling of existing over ground piping works of all types and sizes by opening flange joints or by gas cutting/ cold cutting or any other approved suitable means without damaging other portions of work. The job includes cutting the pipes to required sizes as directed, taking out valves, flanges, tees, bends, gaskets nuts, bolts etc. attached supports alongwith any instruments such as pressure gauge, temperature gauge etc. handling, transporting and storing at owner's designated store in safe manner to avoid damage including supply of all labour, materials, equipments, consumables etc. necessary to perform and complete the work in all respects a s per drawings, instructions of the Site Engineer / EIC (payment shall be made on linear measurement of dismantled piping including bends tees etc.). Note : The contractor shall indicate the piping system to be dismantled and shall take specific approval from the Site engineer before dismantling of pipe. Certain redundant pipes which in the opinion of the Owner need not be retrieived, those items shall not be dismantled. \" | Item 130.A.1240 | 1 | TO |
| 1025 | 1025 | \" Dismantling of Piping Underground: Dismantling the existing under ground piping, locating, retrieving including excavating the proper trenches by cutting the pipes wit hout damaging other portions of work. The job includes cutting the pipes to required sizes as directed, taking out valves, flanges, tees, bends, gaskets, nuts, bolts etc., handling, transporting and storing at owner's designated store in safe manner to avoid damag e including supply of all labour, materials, equipment consumables etc. necessary to perform and complete the work in all respects a s per drawing, instructions of the Site Engineer / EIC. (Payment shall be made on the linear mea surement of dismantled piping including bend, tees, reducers etc.). Note : The contractor shall indicate the piping system to be dismantled and shall take specific approval from the Site engineer befo re dismantling of pipe. Certain redundant pipes which in the opinion of the Owner need not be retrieved, those items shall not be di smantled. \" | Item 130.A.1250 | 1 | TO |
| 1026 | 1026 | \"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 com pact disks- For all stations, T-Point, IPIG and SV stations.\" | Item 130.A.1260 | 1 | LS |
| 1027 | 1027 | \"FW Network Analysis: Model Building and Flow Analysis by using Pipenet/Sprink/Flowmaster Software, suggesting the requirement of orifice plate for flow a nd pressure control, preparation of reports, schematic drawings, recommendations and suggesting the pipe sizes in the fire water net work so that the fire fighting system meets the requirement of OISD 117, latest Edition. Completing the work in all respect as per t he defined scope of work and instructions of Site Engineer/EIC.\" | Item 130.A.1270 | 2 | LS |
| 1028 | 1028 | Flexibility and piping stress analysis as per specification | Item 130.A.1280 | 1 | LS |
| 1029 | 1029 | \"Temporary Barricading: Providing Temporary Barricading made of GI/ steel sheet with angle iron frame (40x40x6) in panels of 1.5 to 2.0m including lateral/ vertical angle bracing/ steel beam at bottom for stability, earth filling up to 300mm height above ground level, maintaining the bar ricading during construction at site, removing the same and clearing site after construction complete in all respects as per instruc tions of Site Engineer.\" | Item 130.A.1290 | 1000 | SQM |
| 1030 | 1030 | 20 COMPOSITE | Item 130.B | ||
| 1031 | 1031 | \"Supply and Erection of Structural Steel: Supplying at site, steel structural items such as steel plates, bars, MS gratings, chequered plates, angles, beams channels, commerc ial quality heavy pipes, C.I. Rollers, bolts & nuts, washers, grouting bolts, padding plate s etc., fabrication and erection of sadd le supports and other type of supports for pipes manifolds and valves, fabrication and erect ion of platforms walkways, stairways etc., sand blast/ power brush cl eaning, 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 re spect, in accordance with drawings, specifications and instructions of the Site Engineer / EIC.\" | Item 130.B.10 | 9 | TO |
| 1032 | 1032 | \" Supply and Erection of Electroforged Grating: Supply and Erection of Electroforged Grating Supplying at site, steel structural items such as steel plates, bars, fabrication of gr atings by electroforged method, after complete fabrication entire gratings shall be Hot Dip galvanized, gratings shall be normally o f size 810mm X 250mm for steps and 1200mm X 1000 mm or 810mm X 1000 mm for platforms / walkways, or any size as advised by EIC. Plac ing gratings in a replaceable manner bolting with base frame of ISA by suitable GI clamps and GI fasteners, including supply of all other inputs such as labour, materials, consumable etc. necessary to perform and complete the work in all respect, in accordance wit h drawings, specifications and instructions of the Site Engineer / EIC.\" | Item 130.B.20 | 2 | TO |
| 1033 | 1033 | \"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 130.B.30 | ||
| 1034 | 1034 | Zinc Ethyl Slicate Primer | Item 130.B.40 | 1440 | SQM |
| 1035 | 1035 | High Build EPOXY MIO | Item 130.B.50 | 1440 | SQM |
| 1036 | 1036 | Isocynate Aliphatic Poly Urethene(PU) | Item 130.B.60 | 1440 | SQM |
| 1037 | 1037 | \"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 sing le layer polyurethane coating(PU) using 100% solv ent free elastomeric plyurethane/ liquid epoxy, with approved materials, labour, equipment etc. and completing the job in all respects as per specificati on and instructions of the Site Engineer / EIC.\" | Item 130.B.70 | 300 | SQM |
| 1038 | 1038 | \"Copper Strips/ Flats for Jumpers for Flanged Joits of the Product Process Piping: Supply and Installation of one copper jumper per flanged joint across the flanged joints for valves, spool piece, branch offs etc., of product process piping, The job includes cutting drilling of holes of required size in the copper strips/ flats for bolting purpo se and complete the works in all respects as per specifications & drawings and instructions of Site Engineer/ EIC. Note:- Copper jumpers shall be installed in all the flanged joints of Product Process piping only and not in fire water lines.\" | Item 130.B.80 | ||
| 1039 | 1039 | Up to 30 mm wide x 3 mm thick Copper strip | Item 130.B.90 | 60 | EA |
| 1040 | 1040 | 30 - 50 mm wide x 3 mm thick Copper strip | Item 130.B.100 | 60 | EA |
| 1041 | 1041 | \"HOT/EOT CRANE: 5 Ton cap HOT crane for Fire Fighting Pump Shed Design, manufacture, inspection & testing at manufacturer's works and supply of HOT/ EOT cranes (having main girder beam with box t ype construction) as per specifications, taking delivery, shifting / transporting within the pump station premises and erecting on t he shed Girder, assemblies / sub-assemblies, auxiliaries, girders etc, aligning checking for free movement of the crane from one end to other and cross movement, cleaning by sand blasting, priming, painting as per painting schedule testing of the crane with specif ied load in presence of the manufacturer's representative including providing all labour, materials, equipments and consumables nece ssary to perform and complete the works in all respects as per specifications, drawings and instructions of Site Engineer / EIC.\" | Item 130.B.110 | 1 | EA |
| 1042 | 1042 | \"WATER STORAGE TANKS (CONE ROOF VERTICAL TYPE): 18 m dia x 14.5 m height cone roof tank, 3400 KL CAPACITY) Design, preparation of detailed fabrication & construction drawings and detailing along with supporting calculation meeting with the requirement in accordance with tender specification/ stipulations/ drawings, taking delivery and Transportation of all owner suppli ed materials as listed in SCC from owner's storage location within the owner designated premises, supply of all other materials requ ired to meet the requirement stipulated in tender and approved detailed fabrication & construction drawings , rolling, fabrication, erection and welding of all steel plates for specified capacity fixed roof type fire water storage tanks comprising of bottom, shell , cone roof including roof structure , wind girders, spiral stairway, hand rails, curb angle, and providing all manholes, nozzles et c. fittings and fixing of all appurtenances, instruments, accessories, sealing devices, safety devices etc. , suitable platform for the maintenance of level switches, providing support brackets for cable trays, piping etc, conducting hydrostatic test and all other necessary tests, cal ibration of storage tanks including strapping with tapes, providing scaffolding for calibration, calibration c hart etc. Painting of bottom side of the bottom plates with specified paints, internal and external painting of the tank with specif ied paint system, Visual and Radiographic inspection of Weld as per provisions of API 650/IS 803 latest edition and in line with the specifications in the tender document complete in all respects inclusive of all materials, tools and tackles etc., as per specifica tions and instructions of the Engineer in Charge.\" | Item 130.B.120 | 1 | EA |
| 1043 | 1043 | \"Medium Velocity Water Sprinkler System (Automatic): Automatic Medium velocity water Sprinkler System for, barrel area, filtration, metering and Piping Area: Design, detail engineering, drawing and development of scheme for automatic medium velocity water sprinkler system for the equipment and piping area including supply of all material like Deluge valve(Wet Type/ Dry Type), Spray nozzles, pressure switch, pressure gauge, piping, valves, flange s, coupling, pipe fittings, brackets, clamps, fasteners, solenoid switches, S.S piping, strainers, along with all accessories as per the approved scheme at site , erection and installation of piping, cabling, equipments and instruments control panel etc, provision of compressed air/pneumatic piping from owner's compressed air header located near compressor room for Dry Type Deluge Valve includ ing dismantling, breaking of road etc. as required for setting out of the system and making good the same, hooking up the system wit h the hydrant network, sand blast cleaning, priming and painting (Zinc Ethyl Silicate Primer, High Build EPOXY MIO, Isocynate Alipha tic PolyUrethane(PU) in sign al red colour); internal coating with liquid epoxy, Carrying out all electrical and instrumentation wor ks to enable auto actuation of the deluge valve and medium velocity water sprinkler system based on alarm signal from QB sensors/ ga s detectors/ flame detectors. Carrying out the electronic integration of the system with the control panel and providing alarm and a utomatic actuation of the deluge valves with manual over-ride provision, testing & commissioning of the system including cost of all labour, services, materials tools & tackles consumables, first operation & furnishing of operation and maintenance manuals on lump sum basis as per specifications, International standard procedures, approved scheme, drawings and the direction of Site Engineer /EI C. Note:1. The control panel and control console with PC will be installed under the work of Gas detection system and the MV system is to be integrated with the existing system. 2. For System Designing/Area Calculation & inter distances between block facilities refer the General layout plan and Assembly Pipin g Area of respective Station.\" | Item 130.B.130 | 1 | LS |
| 1044 | 1044 | \"Medium Velocity Water Sprinkler System (Manual): Manual Medium velocity water Sprinkler System for, barrel area and Piping Area: Design, detail engineering, drawing and development of scheme for manual medium velocity water sprinkler system for the barrels (Scraper Launching Barrel and Scraper receiving Barrel) and piping area including supply of all material like Deluge valve(Wet Type), Spray nozzles, pressure switch, pressure gauge, piping, valves, flanges, coupling, pipe fi ttings, brackets, clamps, fasteners, solenoid switches, S.S piping, strainers, along with all accessories as per the approved scheme at site, erection and installation of piping, equipments etc, including dismantling, breaking of road etc. as required for setting out of the system and making good the same, hooking up the system with the hydrant network, sand blast cleaning, priming and paintin g (Zinc Ethyl Silicate Primer, High Build EPOXY MIO, Isocynate Aliphatic Poly Urethane(PU) in signal red colour); internal coating w ith liquid epoxy. Testing & commissioning of the system including cost of all labour, services, materials tools & tackles consumables, first operation & furnishing of operation and maintenance manuals on lump sum basis as per specifications, International standard procedures, approved scheme, drawings and the direction of Site Engineer /EIC. Note: For System Designing/Area Calculation & inter distances between block facilities refer the General layout plan and Assembly Pi ping Area of respective Station.\" | Item 130.B.140 | 1 | LS |
| 1045 | 1045 | 30 SUPPLY | Item 130.C | ||
| 1046 | 1046 | Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as p er technical specifications from approved vendors specified in tender document. | Item 130.C.10 | ||
| 1047 | 1047 | 14\" SWMG ANSI 150# | Item 130.C.20 | 10 | EA |
| 1048 | 1048 | 12\" SWMG ANSI 150# | Item 130.C.30 | 90 | EA |
| 1049 | 1049 | 10\" SWMG ANSI 150# | Item 130.C.40 | 18 | EA |
| 1050 | 1050 | 8\" SWMG ANSI 150# | Item 130.C.50 | 18 | EA |
| 1051 | 1051 | 6\" SWMG ANSI 150# | Item 130.C.60 | 16 | EA |
| 1052 | 1052 | 4\" SWMG ANSI 150# | Item 130.C.70 | 72 | EA |
| 1053 | 1053 | 3\" SWMG ANSI 150# | Item 130.C.80 | 18 | EA |
| 1054 | 1054 | 2\" SWMG ANSI 150# | Item 130.C.90 | 18 | EA |
| 1055 | 1055 | 1 1/2\" SWMG ANSI 150# | Item 130.C.100 | 10 | EA |
| 1056 | 1056 | 1\" SWMG ANSI 150# | Item 130.C.110 | 10 | EA |
| 1057 | 1057 | 8\" SWMG ANSI 300# | Item 130.C.120 | 30 | EA |
| 1058 | 1058 | 6\" SWMG ANSI 300# | Item 130.C.130 | 4 | EA |
| 1059 | 1059 | 4\" SWMG ANSI 300# | Item 130.C.140 | 7 | EA |
| 1060 | 1060 | 3\" SWMG ANSI 300# | Item 130.C.150 | 20 | EA |
| 1061 | 1061 | 2\" SWMG ANSI 300# | Item 130.C.160 | 29 | EA |
| 1062 | 1062 | 1\" SWMG ANSI 300# | Item 130.C.170 | 25 | EA |
| 1063 | 1063 | 16\" SWMG ANSI 600# | Item 130.C.180 | 39 | EA |
| 1064 | 1064 | 12\" SWMG ANSI 600# | Item 130.C.190 | 20 | EA |
| 1065 | 1065 | 10\" SWMG ANSI 600# | Item 130.C.200 | 10 | EA |
| 1066 | 1066 | 8\" SWMG ANSI 600# | Item 130.C.210 | 12 | EA |
| 1067 | 1067 | 6\" SWMG ANSI 600# | Item 130.C.220 | 5 | EA |
| 1068 | 1068 | 4\" SWMG ANSI 600# | Item 130.C.230 | 20 | EA |
| 1069 | 1069 | 3\" SWMG ANSI 600# | Item 130.C.240 | 10 | EA |
| 1070 | 1070 | 2\" SWMG ANSI 600# | Item 130.C.250 | 72 | EA |
| 1071 | 1071 | 1\" SWMG ANSI 600# | Item 130.C.260 | 10 | EA |
| 1072 | 1072 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical s pecifications from approved vendors specified in tender document. | Item 130.C.270 | ||
| 1073 | 1073 | Fasteners for Flanges 14\" x 150# (1.000\" Dia. X 6.00\" Length ) | Item 130.C.280 | 60 | EA |
| 1074 | 1074 | Fasteners for Flanges 12\" x 150# (0.875\" Dia. X 5.50\" Length ) | Item 130.C.290 | 792 | EA |
| 1075 | 1075 | Fasteners for Flanges 10\" x 150# (0.875\" Dia. X 5.25\" Length ) | Item 130.C.300 | 180 | EA |
| 1076 | 1076 | Fasteners for Flanges 8\" x 150# (0.750\" Dia. X 4.75\" Length) | Item 130.C.310 | 120 | EA |
| 1077 | 1077 | Fasteners for Flanges 6\" x 150# (0.750\" Dia. X 4.50\" Length) | Item 130.C.320 | 80 | EA |
| 1078 | 1078 | Fasteners for Flanges 4\" x 150# (0.625\" Dia. X 4.00\" Length ) | Item 130.C.330 | 568 | EA |
| 1079 | 1079 | Fasteners for Flanges 3\" x 150# (0.625\" Dia. X 4.00\" Length ) | Item 130.C.340 | 60 | EA |
| 1080 | 1080 | Fasteners for Flanges 2\" x 150# (0.625\" Dia. X 3.75\" Length ) | Item 130.C.350 | 40 | EA |
| 1081 | 1081 | Fasteners for Flanges 1 1/2\" x 150# (0.500\" Dia. X 3.25\" Length) | Item 130.C.360 | 20 | EA |
| 1082 | 1082 | Fasteners for Flanges 1\" x 150# (0.500\" Dia. X 3.00\" Length ) | Item 130.C.370 | 20 | EA |
| 1083 | 1083 | Fasteners for Flanges 8\" x 300# (0.875\" Dia. X 6.25\" Length) | Item 130.C.380 | 404 | EA |
| 1084 | 1084 | Fasteners for Flanges 8\" x 300# (0.875\" Dia. X 7.5\" Length) - extended stud length for flanges with spectacle blind | Item 130.C.390 | 58 | EA |
| 1085 | 1085 | Fasteners for Flanges 6\" x 300# (0.750\" Dia. X 5.25\" Length) | Item 130.C.400 | 48 | EA |
| 1086 | 1086 | Fasteners for Flanges 4\" x 300# (0.75\" Dia. X 5.00\" Length ) | Item 130.C.410 | 96 | EA |
| 1087 | 1087 | Fasteners for Flanges 3\" x 300# (0.75\" Dia. X 4.75\" Length ) | Item 130.C.420 | 120 | EA |
| 1088 | 1088 | Fasteners for Flanges 2\" x 300# /1\" x 300# (0.625\" Dia. X 4\" Length ) - extended stud length for flanges with spectacle blind | Item 130.C.430 | 194 | EA |
| 1089 | 1089 | Fasteners for Flanges 2\" x 300# (0.625\" Dia. X 4.75\" Length ) - extended stud length for flanges with spectacle blind | Item 130.C.440 | 60 | EA |
| 1090 | 1090 | Fasteners for Flanges 1\" x 300# (0.625\" Dia. X 3.50\" Length ) | Item 130.C.450 | 80 | EA |
| 1091 | 1091 | Fasteners for Flanges 16\" x 600# (1.500\" Dia. X 11.00\" Length ) | Item 130.C.460 | 590 | EA |
| 1092 | 1092 | Fasteners for Flanges 16\" x 600# (1.500\" Dia. X 13.75\" Length ) - extended stud length for flanges with spectacle blind | Item 130.C.470 | 220 | EA |
| 1093 | 1093 | Fasteners for Flanges 14\" x 600# (1.375\" Dia. X 12.75\" Length ) - extended stud length for flanges with spectacle blind | Item 130.C.480 | 40 | EA |
| 1094 | 1094 | Fasteners for Flanges 12\" x 600# ( 1.25\" Dia. X 12\" Length ) - extended stud length for flanges with spectacle blind | Item 130.C.490 | 250 | EA |
| 1095 | 1095 | Fasteners for Flanges 12\" x 600# (1.250\" Dia. X 9.75\" Length ) | Item 130.C.500 | 100 | EA |
| 1096 | 1096 | Fasteners for Flanges 10\" x 600# (1.250\" Dia. X 9.50\" Length ) | Item 130.C.510 | 40 | EA |
| 1097 | 1097 | Fasteners for Flanges 8\" x 600# (1.125\" Dia. X 8.25\" Length ) | Item 130.C.520 | 144 | EA |
| 1098 | 1098 | Fasteners for Flanges 6\" x 600# (1.000\" Dia. X 7.50\" Length ) | Item 130.C.530 | 76 | EA |
| 1099 | 1099 | Fasteners for Flanges 4\" x 600# ( 0.875\" Dia. X 7.75\" Length ) - extended stud length for flanges with spectacle blind | Item 130.C.540 | 68 | EA |
| 1100 | 1100 | Fasteners for Flanges 4\" x 600# (0.875\" Dia. X 6.50\" Length ) | Item 130.C.550 | 50 | EA |
| 1101 | 1101 | Fasteners for Flanges 3\" x 600# (0.750\" Dia. X 5.50\" Length) | Item 130.C.560 | 16 | EA |
| 1102 | 1102 | Fasteners for Flanges 2\" x 600# ( 0.625\" Dia. X 5.75\" Length ) - extended stud length for flanges with spectacle blind | Item 130.C.570 | 180 | EA |
| 1103 | 1103 | Fasteners for Flanges 2\" x 600# (0.625\" Dia. X 4.75\" Length ) | Item 130.C.580 | 350 | EA |
| 1104 | 1104 | Fasteners for Flanges 1\" x 600# (0.625\" Dia. X 4.00\" Length ) | Item 130.C.590 | 80 | EA |
| 1105 | 1105 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document. - WNRF | Item 130.C.600 | ||
| 1106 | 1106 | 8\", WNRF FLANGE, ANSI - 300# (B 16.5)-ASTM A105 | Item 130.C.610 | 30 | EA |
| 1107 | 1107 | 6\", WNRF FLANGE, ANSI - 300# (B 16.5)-ASTM A350 LF2 | Item 130.C.620 | 4 | EA |
| 1108 | 1108 | 4\", WNRF FLANGE, ANSI - 300# (B 16.5)-ASTM A350 LF2 | Item 130.C.630 | 10 | EA |
| 1109 | 1109 | 3\", WNRF FLANGE, ANSI - 300# (B 16.5)-ASTM A350 LF2 | Item 130.C.640 | 10 | EA |
| 1110 | 1110 | 2\", WNRF FLANGE, ANSI - 300# (B 16.5)-ASTM A350 LF2 | Item 130.C.650 | 25 | EA |
| 1111 | 1111 | 1\", WNRF FLANGE, ANSI - 300# (B 16.5)-ASTM A350 LF2 | Item 130.C.660 | 10 | EA |
| 1112 | 1112 | 16\", WNRF FLANGE, ANSI - 600# (B 16.5) | Item 130.C.670 | 32 | EA |
| 1113 | 1113 | 12\", WNRF FLANGE, ANSI - 600# (B 16.5) | Item 130.C.680 | 18 | EA |
| 1114 | 1114 | 10\", WNRF FLANGE, ANSI - 600# (B 16.5) | Item 130.C.690 | 4 | EA |
| 1115 | 1115 | 8\", WNRF FLANGE, ANSI - 600# (B 16.5) | Item 130.C.700 | 16 | EA |
| 1116 | 1116 | 6\", WNRF FLANGE, ANSI - 600# (B 16.5) | Item 130.C.710 | 10 | EA |
| 1117 | 1117 | 4\", WNRF FLANGE, ANSI - 600# (B 16.5) | Item 130.C.720 | 20 | EA |
| 1118 | 1118 | 3\", WNRF FLANGE, ANSI - 600# (B 16.5) | Item 130.C.730 | 10 | EA |
| 1119 | 1119 | 2\", WNRF FLANGE, ANSI - 600# (B 16.5) | Item 130.C.740 | 72 | EA |
| 1120 | 1120 | 1\", WNRF FLANGE, ANSI - 600# (B 16.5) | Item 130.C.750 | 20 | EA |
| 1121 | 1121 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document. - BLRF | Item 130.C.760 | ||
| 1122 | 1122 | 14\", BLRF FLANGE, ANSI - 150# (B 16.5) | Item 130.C.770 | 2 | EA |
| 1123 | 1123 | 12\", BLRF FLANGE, ANSI - 150# (B 16.5) | Item 130.C.780 | 6 | EA |
| 1124 | 1124 | 10\", BLRF FLANGE, ANSI - 150# (B 16.5) | Item 130.C.790 | 2 | EA |
| 1125 | 1125 | 8\", BLRF FLANGE, ANSI - 150# (B 16.5) | Item 130.C.800 | 2 | EA |
| 1126 | 1126 | 6\", BLRF FLANGE, ANSI - 150# (B 16.5) | Item 130.C.810 | 2 | EA |
| 1127 | 1127 | 4\", BLRF FLANGE, ANSI - 150# (B 16.5) | Item 130.C.820 | 8 | EA |
| 1128 | 1128 | 3\", BLRF FLANGE, ANSI - 150# (B 16.5) | Item 130.C.830 | 4 | EA |
| 1129 | 1129 | 2\", BLRF FLANGE, ANSI - 150# (B 16.5) | Item 130.C.840 | 4 | EA |
| 1130 | 1130 | 1\", BLRF FLANGE, ANSI - 150# (B 16.5) | Item 130.C.850 | 5 | EA |
| 1131 | 1131 | 8\", BLRF FLANGE, ANSI - 300# (B 16.5)-ASTM A105 | Item 130.C.860 | 6 | EA |
| 1132 | 1132 | 6\", BLRF FLANGE, ANSI - 300# (B 16.5)-ASTM A350 LF2 | Item 130.C.870 | 1 | EA |
| 1133 | 1133 | 4\", BLRF FLANGE, ANSI - 300# (B 16.5)-ASTM A350 LF2 | Item 130.C.880 | 3 | EA |
| 1134 | 1134 | 3\", BLRF FLANGE, ANSI - 300# (B 16.5)-ASTM A350 LF2 | Item 130.C.890 | 4 | EA |
| 1135 | 1135 | 2\", BLRF FLANGE, ANSI - 300# (B 16.5)-ASTM A350 LF2 | Item 130.C.900 | 8 | EA |
| 1136 | 1136 | 1\", BLRF FLANGE,ANSI - 300# (B 16.5)-ASTM A350 LF2 | Item 130.C.910 | 4 | EA |
| 1137 | 1137 | 18\", BLRF FLANGE, ANSI - 600# (B 16.5) | Item 130.C.920 | 4 | EA |
| 1138 | 1138 | 16\", BLRF FLANGE, ANSI - 600# (B 16.5) | Item 130.C.930 | 6 | EA |
| 1139 | 1139 | 12\", BLRF FLANGE, ANSI - 600# (B 16.5) | Item 130.C.940 | 6 | EA |
| 1140 | 1140 | 10\", BLRF FLANGE, ANSI - 600# (B 16.5) | Item 130.C.950 | 4 | EA |
| 1141 | 1141 | 8\", BLRF FLANGE, ANSI - 600# (B 16.5) | Item 130.C.960 | 6 | EA |
| 1142 | 1142 | 4\", BLRF FLANGE, ANSI - 600# (B 16.5) | Item 130.C.970 | 6 | EA |
| 1143 | 1143 | 3\", BLRF FLANGE, ANSI - 600# (B 16.5) | Item 130.C.980 | 4 | EA |
| 1144 | 1144 | 2\", BLRF FLANGE, ANSI - 600# (B 16.5) | Item 130.C.990 | 8 | EA |
| 1145 | 1145 | 1\", BLRF FLANGE, ANSI - 600# (B 16.5) | Item 130.C.1000 | 6 | EA |
| 1146 | 1146 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document. - SORF | Item 130.C.1010 | ||
| 1147 | 1147 | 14\", SORF FLANGE, ANSI - 150# (B 16.5) | Item 130.C.1020 | 8 | EA |
| 1148 | 1148 | 12\", SORF FLANGE, ANSI - 150# (B 16.5) | Item 130.C.1030 | 110 | EA |
| 1149 | 1149 | 10\", SORF FLANGE, ANSI - 150# (B 16.5) | Item 130.C.1040 | 24 | EA |
| 1150 | 1150 | 8\", SORF FLANGE, ANSI - 150# (B 16.5) | Item 130.C.1050 | 24 | EA |
| 1151 | 1151 | 6\", SORF FLANGE, ANSI - 150# (B 16.5) | Item 130.C.1060 | 18 | EA |
| 1152 | 1152 | 4\", SORF FLANGE, ANSI - 150# (B 16.5) | Item 130.C.1070 | 78 | EA |
| 1153 | 1153 | 3\", SORF FLANGE, ANSI - 150# (B 16.5) | Item 130.C.1080 | 24 | EA |
| 1154 | 1154 | 2\", SORF FLANGE, ANSI - 150# (B 16.5) | Item 130.C.1090 | 18 | EA |
| 1155 | 1155 | 1\", SORF FLANGE, ANSI - 150# (B 16.5) | Item 130.C.1100 | 10 | EA |
| 1156 | 1156 | SPECTACLE BLINDS: Supply and delivery of following mentioned Spectacle Blinds at respective stations as per Station wise Break up of material supply and as per technical specifications indicated in tender docuemnts. (As per ASME B16.48) | Item 130.C.1110 | ||
| 1157 | 1157 | 8\" Spectacle Blind 300# F/F A/G - ASTM A105 | Item 130.C.1120 | 5 | EA |
| 1158 | 1158 | 4\" Spectacle Blind 300# F/F A/G - ASTM A350 LF2 | Item 130.C.1130 | 1 | EA |
| 1159 | 1159 | 3\" Spectacle Blind 300# F/F A/G - ASTM A350 LF2 | Item 130.C.1140 | 1 | EA |
| 1160 | 1160 | 2\" Spectacle Blind 300# F/F A/G - ASTM A350 LF2 | Item 130.C.1150 | 3 | EA |
| 1161 | 1161 | 1\" Spectacle Blind 300# F/F A/G - ASTM A350 LF2 | Item 130.C.1160 | 1 | EA |
| 1162 | 1162 | 16\" Spectacle Blind 600# F/F A/G - ASTM A105 | Item 130.C.1170 | 12 | EA |
| 1163 | 1163 | 12\" Spectacle Blind 600# F/F A/G - ASTM A105 | Item 130.C.1180 | 4 | EA |
| 1164 | 1164 | 4\" Spectacle Blind 600# F/F A/G - ASTM A350 LF2 | Item 130.C.1190 | 8 | EA |
| 1165 | 1165 | 2\" Spectacle Blind 600# F/F A/G - ASTM A350 LF2 | Item 130.C.1200 | 10 | EA |
| 1166 | 1166 | 1\" Spectacle Blind 600# F/F A/G - ASTM A350 LF2 | Item 130.C.1210 | 2 | EA |
| 1167 | 1167 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical sp ecifications from approved vendors specified in tender document. - UnEqual TEE | Item 130.C.1220 | ||
| 1168 | 1168 | 14\"x12\" 150# UnEqual Tee | Item 130.C.1230 | 5 | EA |
| 1169 | 1169 | 14\"x 10\" ANSI 150# UnEqual Tee | Item 130.C.1240 | 5 | EA |
| 1170 | 1170 | 14\"x8\" 150# UnEqual Tee | Item 130.C.1250 | 2 | EA |
| 1171 | 1171 | 14\"x 6\" ANSI 150# UnEqual Tee | Item 130.C.1260 | 2 | EA |
| 1172 | 1172 | 12\" x 10\" ANSI 150# UnEqual Tee | Item 130.C.1270 | 2 | EA |
| 1173 | 1173 | 12\" x 8\" ANSI 150# UnEqual Tee | Item 130.C.1280 | 5 | EA |
| 1174 | 1174 | 12\" x 6\" ANSI 150# Un Equal Tee | Item 130.C.1290 | 2 | EA |
| 1175 | 1175 | 12\" x 4\" ANSI 150# Un Equal Tee | Item 130.C.1300 | 37 | EA |
| 1176 | 1176 | 10\" x 8\" ANSI 150# Un Equal Tee | Item 130.C.1310 | 2 | EA |
| 1177 | 1177 | 10\" x 6\" ANSI 150# Un Equal Tee | Item 130.C.1320 | 2 | EA |
| 1178 | 1178 | 10\" x 4\" ANSI 150# Un Equal Tee | Item 130.C.1330 | 2 | EA |
| 1179 | 1179 | 8\" x 6\" ANSI 150# Un Equal Tee | Item 130.C.1340 | 2 | EA |
| 1180 | 1180 | 8\" x 4\" ANSI 150# Un Equal Tee | Item 130.C.1350 | 2 | EA |
| 1181 | 1181 | 8\" x 3\" ANSI 150# Un Equal Tee | Item 130.C.1360 | 2 | EA |
| 1182 | 1182 | 6\" x 4\" ANSI 150# Un Equal Tee | Item 130.C.1370 | 2 | EA |
| 1183 | 1183 | 6\" x 3\" ANSI 150# Un Equal Tee | Item 130.C.1380 | 2 | EA |
| 1184 | 1184 | 4\" x 3\" ANSI 150# Un Equal Tee | Item 130.C.1390 | 2 | EA |
| 1185 | 1185 | 4\" x2\" ANSI 150# Un Equal Tee | Item 130.C.1400 | 2 | EA |
| 1186 | 1186 | 4\" x 1\" ANSI 150# Un Equal Tee | Item 130.C.1410 | 2 | EA |
| 1187 | 1187 | 3\" x 2\" ANSI 150# Un Equal Tee | Item 130.C.1420 | 2 | EA |
| 1188 | 1188 | 3\" x 1\" ANSI 150# Un Equal Tee | Item 130.C.1430 | 2 | EA |
| 1189 | 1189 | 2\" x 1\" ANSI 150# Un Equal Tee | Item 130.C.1440 | 2 | EA |
| 1190 | 1190 | 4\"x3\" 300# Unequal Tee -ASTM A420 Gr.WPL6 | Item 130.C.1450 | 2 | EA |
| 1191 | 1191 | 4\"x2\" 300# Unequal Tee -ASTM A420 Gr.WPL6 | Item 130.C.1460 | 6 | EA |
| 1192 | 1192 | 4\"x1\" 300# Unequal Tee -ASTM A420 Gr.WPL6 | Item 130.C.1470 | 5 | EA |
| 1193 | 1193 | 3\"x2\" 300# Unequal Tee -ASTM A420 Gr.WPL6 | Item 130.C.1480 | 10 | EA |
| 1194 | 1194 | 3\"x1\" 300# Unequal Tee -ASTM A420 Gr.WPL6 | Item 130.C.1490 | 30 | EA |
| 1195 | 1195 | 2\"x1\" 300# Unequal Tee -ASTM A420 Gr.WPL6 | Item 130.C.1500 | 20 | EA |
| 1196 | 1196 | 16\"x12\" x 600# Unequal tee | Item 130.C.1510 | 4 | EA |
| 1197 | 1197 | 16\"x8\" x 600# Unequal tee | Item 130.C.1520 | 2 | EA |
| 1198 | 1198 | 4\"x2\" 600# Unequal Tee | Item 130.C.1530 | 2 | EA |
| 1199 | 1199 | 3\"x1\" 600# Un Equal Tee | Item 130.C.1540 | 12 | EA |
| 1200 | 1200 | 2\"x1\" 600# Un Equal Tee | Item 130.C.1550 | 10 | EA |
| 1201 | 1201 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical sp ecifications from approved vendors specified in tender document. - Equal TEE | Item 130.C.1560 | ||
| 1202 | 1202 | 14\" ANSI 150# Equal Tee | Item 130.C.1570 | 4 | EA |
| 1203 | 1203 | 12\" ANSI 150# Equal Tee | Item 130.C.1580 | 9 | EA |
| 1204 | 1204 | 10\" ANSI 150# Equal Tee | Item 130.C.1590 | 4 | EA |
| 1205 | 1205 | 8\" ANSI 150# Equal Tee | Item 130.C.1600 | 4 | EA |
| 1206 | 1206 | 6\" ANSI 150# Equal Tee | Item 130.C.1610 | 4 | EA |
| 1207 | 1207 | 4\" ANSI 150# Equal Tee | Item 130.C.1620 | 9 | EA |
| 1208 | 1208 | 3\" ANSI 150# Equal Tee | Item 130.C.1630 | 4 | EA |
| 1209 | 1209 | 2\" ANSI 150# Equal Tee | Item 130.C.1640 | 4 | EA |
| 1210 | 1210 | 1\" ANSI 150# Equal Tee | Item 130.C.1650 | 5 | EA |
| 1211 | 1211 | 8\" 300# Equal Tee -ASTM A 234 WPB | Item 130.C.1660 | 10 | EA |
| 1212 | 1212 | 3\" 300# Equal Tee - ASTM A420 Gr.WPL6 | Item 130.C.1670 | 10 | EA |
| 1213 | 1213 | 2\" 300# Equal Tee - ASTM A420 Gr.WPL6 | Item 130.C.1680 | 10 | EA |
| 1214 | 1214 | 1\" 300# Equal Tee - ASTM A420 Gr.WPL6 | Item 130.C.1690 | 10 | EA |
| 1215 | 1215 | 16\" x 600# Equal Tee | Item 130.C.1700 | 12 | EA |
| 1216 | 1216 | 8\" 600# Equal Tee - WPHY 52 | Item 130.C.1710 | 4 | EA |
| 1217 | 1217 | 4\" 600# Equal Tee | Item 130.C.1720 | 4 | EA |
| 1218 | 1218 | 3\" ANSI 600# Equal Tee | Item 130.C.1730 | 5 | EA |
| 1219 | 1219 | 2\" ANSI 600# Equal Tee | Item 130.C.1740 | 6 | EA |
| 1220 | 1220 | 1\" ANSI 600# Equal Tee | Item 130.C.1750 | 12 | EA |
| 1221 | 1221 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical sp ecifications from approved vendors specified in tender document. - LR Bends | Item 130.C.1760 | ||
| 1222 | 1222 | 14\" ANSI 150# 90 deg LR Bends | Item 130.C.1770 | 4 | EA |
| 1223 | 1223 | 12\" ANSI 150# 90 deg LR Bends | Item 130.C.1780 | 24 | EA |
| 1224 | 1224 | 10\" ANSI 150# 90 deg LR Bends | Item 130.C.1790 | 4 | EA |
| 1225 | 1225 | 8\" ANSI 150# 90 deg LR Bends | Item 130.C.1800 | 4 | EA |
| 1226 | 1226 | 6\" ANSI 150# 90 deg LR Bends | Item 130.C.1810 | 4 | EA |
| 1227 | 1227 | 4\" ANSI 150# 90 deg LR Bends | Item 130.C.1820 | 20 | EA |
| 1228 | 1228 | 3\" ANSI 150# 90 deg LR Bends | Item 130.C.1830 | 5 | EA |
| 1229 | 1229 | 2\" ANSI 150# 90 deg LR Bends | Item 130.C.1840 | 5 | EA |
| 1230 | 1230 | 1\" ANSI 150# 90 deg LR Bends | Item 130.C.1850 | 5 | EA |
| 1231 | 1231 | 8\" ANSI 300# 90 deg LR Bends -ASTM A 234 WPB | Item 130.C.1860 | 14 | EA |
| 1232 | 1232 | 3\" ANSI 300# 90 deg LR Bends -ASTM A420 Gr.WPL6 | Item 130.C.1870 | 15 | EA |
| 1233 | 1233 | 2\" ANSI 300# 90 deg LR Bends -ASTM A420 Gr.WPL6 | Item 130.C.1880 | 11 | EA |
| 1234 | 1234 | 1\" ANSI 300# 90 deg LR Bends -ASTM A420 Gr.WPL6 | Item 130.C.1890 | 41 | EA |
| 1235 | 1235 | 16\" ANSI 600# 90 deg LR Bends WPHY-60/70, Sch. STD | Item 130.C.1900 | 21 | EA |
| 1236 | 1236 | 12\" ANSI 600# 90 deg LR Bends | Item 130.C.1910 | 10 | EA |
| 1237 | 1237 | 8\" ANSI 600# 90 deg LR Bends | Item 130.C.1920 | 14 | EA |
| 1238 | 1238 | 4\" ANSI 600# 90 deg LR Bends | Item 130.C.1930 | 10 | EA |
| 1239 | 1239 | 2\" ANSI 600# 90 deg LR Bends | Item 130.C.1940 | 10 | EA |
| 1240 | 1240 | 1\" ANSI 600# 90 deg LR Bends | Item 130.C.1950 | 10 | EA |
| 1241 | 1241 | 14\" ANSI 150# 45 deg LR Bends | Item 130.C.1960 | 4 | EA |
| 1242 | 1242 | 12\" ANSI 150# 45 deg LR Bends | Item 130.C.1970 | 16 | EA |
| 1243 | 1243 | 10\" ANSI 150# 45 deg LR Bends | Item 130.C.1980 | 4 | EA |
| 1244 | 1244 | 8\" ANSI 150# 45 deg LR Bends | Item 130.C.1990 | 4 | EA |
| 1245 | 1245 | 6\" ANSI 150# 45 deg LR Bends | Item 130.C.2000 | 4 | EA |
| 1246 | 1246 | 4\" ANSI 150# 45 deg LR Bends | Item 130.C.2010 | 19 | EA |
| 1247 | 1247 | 3\" ANSI 150# 45 deg LR Bends | Item 130.C.2020 | 4 | EA |
| 1248 | 1248 | 8\" x 300# 45 deg LR Bends -ASTM A 234 WPB | Item 130.C.2030 | 8 | EA |
| 1249 | 1249 | 6\" x 300# 45 deg LR Bends -ASTM A420 Gr.WPL6 | Item 130.C.2040 | 2 | EA |
| 1250 | 1250 | 16\" x 600# 45 deg LR Bends WPHY 60/70, Sch. STD | Item 130.C.2050 | 6 | EA |
| 1251 | 1251 | 12\" ANSI 600# 45 deg LR Bends | Item 130.C.2060 | 2 | EA |
| 1252 | 1252 | 8\" ANSI 600# 45 deg LR Bends | Item 130.C.2070 | 4 | EA |
| 1253 | 1253 | 4\" ANSI 600# 45 deg LR Bends | Item 130.C.2080 | 6 | EA |
| 1254 | 1254 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical sp ecifications from approved vendors specified in tender document. - Reducers | Item 130.C.2090 | ||
| 1255 | 1255 | 10\"x8\" x Eccentric Reducer x 150# | Item 130.C.2100 | 2 | EA |
| 1256 | 1256 | 10\"x6\" x Eccentric Reducer x 150# | Item 130.C.2110 | 2 | EA |
| 1257 | 1257 | 6\"x3\" x Eccentric Reducer X 150# | Item 130.C.2120 | 1 | EA |
| 1258 | 1258 | 4\"x3\" x Eccentric Reducer X 150# | Item 130.C.2130 | 1 | EA |
| 1259 | 1259 | 4\"x2.5\" x Eccentric Reducer X 150# | Item 130.C.2140 | 1 | EA |
| 1260 | 1260 | 4\"x2\" x Eccentric Reducer X 150# | Item 130.C.2150 | 1 | EA |
| 1261 | 1261 | 3\"x2\" x Eccentric Reducer X 150# | Item 130.C.2160 | 1 | EA |
| 1262 | 1262 | 14\"x12\" x Concentric Reducer x 150# | Item 130.C.2170 | 2 | EA |
| 1263 | 1263 | 14\"x10\" x Concentric Reducer x 150# | Item 130.C.2180 | 2 | EA |
| 1264 | 1264 | 14\"x8\" x Concentric Reducer x 150# | Item 130.C.2190 | 2 | EA |
| 1265 | 1265 | 12\"x10\" x Concentric Reducer x 150# | Item 130.C.2200 | 2 | EA |
| 1266 | 1266 | 12\"x8\" x Concentric Reducer x 150# | Item 130.C.2210 | 2 | EA |
| 1267 | 1267 | 12\"x6\" x Concentric Reducer x 150# | Item 130.C.2220 | 2 | EA |
| 1268 | 1268 | 10\"x8\" x Concentric Reducer X 150# | Item 130.C.2230 | 2 | EA |
| 1269 | 1269 | 10\"x6\" x Concentric Reducer X 150# | Item 130.C.2240 | 2 | EA |
| 1270 | 1270 | 8\"x6\" x Concentric Reducer x 150# | Item 130.C.2250 | 2 | EA |
| 1271 | 1271 | 8\"x4\" x Concentric Reducer x 150# | Item 130.C.2260 | 2 | EA |
| 1272 | 1272 | 6\"x4\" x Concentric Reducer X 150# | Item 130.C.2270 | 2 | EA |
| 1273 | 1273 | 6\"x3\" x Concentric Reducer X 150# | Item 130.C.2280 | 2 | EA |
| 1274 | 1274 | 6\"x2\" x Concentric Reducer x 150# | Item 130.C.2290 | 2 | EA |
| 1275 | 1275 | 4\"x3\" x Concentric Reducer X 150# | Item 130.C.2300 | 2 | EA |
| 1276 | 1276 | 4\"x2\" x Concentric Reducer X 150# | Item 130.C.2310 | 2 | EA |
| 1277 | 1277 | 3\"x2\" x Concentric Reducer X 150# | Item 130.C.2320 | 2 | EA |
| 1278 | 1278 | 3\"x1\" x Concentric Reducer X 150# | Item 130.C.2330 | 2 | EA |
| 1279 | 1279 | 2\"x1\" x Concentric Reducer x 150# | Item 130.C.2340 | 2 | EA |
| 1280 | 1280 | 8\"X6\" x 300# Concentric Reducer -ASTM A 234 WPB | Item 130.C.2350 | 4 | EA |
| 1281 | 1281 | 8\"X4\" x 300# Concentric Reducer -ASTM A 234 WPB | Item 130.C.2360 | 4 | EA |
| 1282 | 1282 | 6\"X4\" x 300# Concentric Reducer -ASTM A420 Gr.WPL6 | Item 130.C.2370 | 1 | EA |
| 1283 | 1283 | 4\"X3\" x 300# Concentric Reducer -ASTM A420 Gr.WPL6 | Item 130.C.2380 | 1 | EA |
| 1284 | 1284 | 16\"x10\" x Concentric Reducer x 600# | Item 130.C.2390 | 4 | EA |
| 1285 | 1285 | 16\"x8\" x Concentric Reducer x 600# | Item 130.C.2400 | 1 | EA |
| 1286 | 1286 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical sp ecifications from approved vendors specified in tender document. - Half Coupling & Nipple | Item 130.C.2410 | ||
| 1287 | 1287 | 1\" size 3000# St. NIPPLE | Item 130.C.2420 | 50 | EA |
| 1288 | 1288 | 1\" 3000# HALF COUPLING | Item 130.C.2430 | 50 | EA |
| 1289 | 1289 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical sp ecifications from approved vendors specified in tender document. - Weld-o-let | Item 130.C.2440 | ||
| 1290 | 1290 | 16\"x2\" x 600# Weld-o-let | Item 130.C.2450 | 10 | EA |
| 1291 | 1291 | 12\"x2\" x 600# Weld-o-let | Item 130.C.2460 | 5 | EA |
| 1292 | 1292 | 8\"x2\" x 600# Weld-o-let | Item 130.C.2470 | 4 | EA |
| 1293 | 1293 | 8\"x2\" x 300# Weld-o-let | Item 130.C.2480 | 8 | EA |
| 1294 | 1294 | 12\"x3\" x 150# Weld-o-let | Item 130.C.2490 | 4 | EA |
| 1295 | 1295 | 12\"x2\" x 150# Weld-o-let | Item 130.C.2500 | 4 | EA |
| 1296 | 1296 | 10\"x3\" x 150# Weld-o-let | Item 130.C.2510 | 4 | EA |
| 1297 | 1297 | 10\"x2\" x 150# Weld-o-let | Item 130.C.2520 | 4 | EA |
| 1298 | 1298 | 8\"x3\" x 150# Weld-o-let | Item 130.C.2530 | 4 | EA |
| 1299 | 1299 | 8\"x2\" x 150# Weld-o-let | Item 130.C.2540 | 4 | EA |
| 1300 | 1300 | 6\"x2\" x 150# Weld-o-let | Item 130.C.2550 | 4 | EA |
| 1301 | 1301 | Supply of ASTM A106 Gr.B /A333 pipes at respective stations as per Station wise Break up of material supply and as per technical sp ecifications from approved vendors specified in tender document. | Item 130.C.2560 | ||
| 1302 | 1302 | 4.500\" ODx 0.237\" WT (Sch.STD) ASTM A 106 Gr B bare Pipe | Item 130.C.2570 | 70 | M |
| 1303 | 1303 | 3.500\" ODx 0.216\" WT (Sch.STD) ASTM A 106 Gr B bare pipe | Item 130.C.2580 | 40 | M |
| 1304 | 1304 | 2.375\" ODx 0.218\" WT (Sch.XS) ASTM A 106 Gr B bare pipe | Item 130.C.2590 | 40 | M |
| 1305 | 1305 | 1.315\" ODx 0.179\"WT (Sch.XS) ASTM A 106 Gr B Bare pipe | Item 130.C.2600 | 35 | M |
| 1306 | 1306 | 6.625\" ODx 0.280\" WT (Sch.STD) ASTM A 333 Gr 6 bare Pipe | Item 130.C.2610 | 20 | M |
| 1307 | 1307 | 4.500\" ODx 0.237\" WT (Sch.STD) ASTM A 333 Gr 6 bare Pipe | Item 130.C.2620 | 80 | M |
| 1308 | 1308 | 3.500\" ODx 0.216\" WT (Sch.STD) ASTM A 333 Gr 6 bare Pipe | Item 130.C.2630 | 220 | M |
| 1309 | 1309 | 2.375\" ODx 0.218\" WT (Sch.XS) ASTM A 333 Gr 6 bare pipe | Item 130.C.2640 | 120 | M |
| 1310 | 1310 | 1.315\" ODx 0.179\"WT (Sch.XS) ASTM A 333 Gr 6 Bare pipe | Item 130.C.2650 | 110 | M |
| 1311 | 1311 | Flame Arrestor: Supply and delivery of following mentioned Flame Arrestor at respective stations as per Station wise Break up of mat erial supply and as per technical specifications indicated in tender docuemnts: 4\" Flame Arrester | Item 130.C.2660 | 2 | EA |
| 1312 | 1312 | Supply of IS: 3589, Gr. Fe 410 pipes with factory coated internal coating at respective stations as per Station wise Break up of mat erial supply and as per technical specifications from approved vendors specified in tender document. | Item 130.C.2670 | ||
| 1313 | 1313 | 14\" ODx 0.250\" WT IS3589 FE410 Pipe Sch. 10 | Item 130.C.2680 | 50 | M |
| 1314 | 1314 | 12.75\" ODx 0.25\" WT IS3589 FE410 Pipe Sch. 20 | Item 130.C.2690 | 630 | M |
| 1315 | 1315 | 10.75\" ODx 0.25\" WT IS3589 FE410 Pipe Sch. 20 | Item 130.C.2700 | 40 | M |
| 1316 | 1316 | 8.625\" ODx 0.250\" WT IS3589 FE410 Pipe Sch. 20 | Item 130.C.2710 | 40 | M |
| 1317 | 1317 | 6.625\" ODx 0.250\" WT IS3589 FE410 Pipe Sch. 20 | Item 130.C.2720 | 40 | M |
| 1318 | 1318 | Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document -FOR FIRE WATER NETWORK: | Item 130.C.2730 | ||
| 1319 | 1319 | 14\"x ANSI 150# HOV F/F API 600 Gate Valve FW | Item 130.C.2740 | 1 | EA |
| 1320 | 1320 | 12\"x ANSI 150# HOV F/F API 600 Gate Valve FW | Item 130.C.2750 | 12 | EA |
| 1321 | 1321 | 10\"x ANSI 150# HOV F/F API 600 Gate Valve FW | Item 130.C.2760 | 4 | EA |
| 1322 | 1322 | 8\"x ANSI 150# HOV F/F API 600 Gate Valve FW | Item 130.C.2770 | 4 | EA |
| 1323 | 1323 | 6\"x ANSI 150# HOV F/F API 600 Gate Valve FW | Item 130.C.2780 | 2 | EA |
| 1324 | 1324 | 4\"x ANSI 150# HOV F/F API 600 Gate Valve FW | Item 130.C.2790 | 20 | EA |
| 1325 | 1325 | 3\"x ANSI 150# HOV F/F API 600 Gate Valve FW | Item 130.C.2800 | 5 | EA |
| 1326 | 1326 | 2\"x ANSI 150# HOV F/F API 600 Gate Valve FW | Item 130.C.2810 | 5 | EA |
| 1327 | 1327 | 1\"x ANSI 800# HOV W/W API 602 Gate Valve FW | Item 130.C.2820 | 16 | EA |
| 1328 | 1328 | Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document: BS-1873 GLOBE Valve | Item 130.C.2830 | ||
| 1329 | 1329 | 12\"x ANSI 600# F/F BS-1873 GLOBE Valve | Item 130.C.2840 | 4 | EA |
| 1330 | 1330 | 8\"x ANSI 600# F/F BS-1873 GLOBE Valve | Item 130.C.2850 | 1 | EA |
| 1331 | 1331 | 4\"x ANSI 600# F/F BS-1873 GLOBE Valve | Item 130.C.2860 | 4 | EA |
| 1332 | 1332 | 2\"x ANSI 600# F/F BS-1873 GLOBE Valve | Item 130.C.2870 | 11 | EA |
| 1333 | 1333 | 8\"x ANSI 300# F/F BS-1873 GLOBE Valve | Item 130.C.2880 | 1 | EA |
| 1334 | 1334 | 3\"x ANSI 300# F/F BS-1873 GLOBE Valve | Item 130.C.2890 | 1 | EA |
| 1335 | 1335 | 2\"x ANSI 300# F/F BS-1873 GLOBE Valve | Item 130.C.2900 | 5 | EA |
| 1336 | 1336 | 1\"x ANSI 800# W/W BS-1873 GLOBE VALVE | Item 130.C.2910 | 29 | EA |
| 1337 | 1337 | Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document: BS-1868 Swing Check Valve | Item 130.C.2920 | ||
| 1338 | 1338 | 8\"x ANSI 150# F/F BS-1868 Swing Check Valve | Item 130.C.2930 | 1 | EA |
| 1339 | 1339 | 4\"x ANSI 150# F/F BS-1868 Swing Check Valve | Item 130.C.2940 | 1 | EA |
| 1340 | 1340 | 3\"x ANSI 150# F/F BS-1868 Swing Check Valve | Item 130.C.2950 | 1 | EA |
| 1341 | 1341 | 2\"x ANSI 150# F/F BS-1868 Swing Check Valve | Item 130.C.2960 | 1 | EA |
| 1342 | 1342 | Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document: Thermal Relief Valve | Item 130.C.2970 | ||
| 1343 | 1343 | 1\" x 1\" 600# x300# F/F TRV | Item 130.C.2980 | 19 | EA |
| 1344 | 1344 | 1\" x 1\" 300# x300# F/F TRV | Item 130.C.2990 | 10 | EA |
| 1345 | 1345 | Supply of Fire Fighting Monitor/hydrant | Item 130.C.3000 | ||
| 1346 | 1346 | High Volume Long Range HVLR Foam Monitor 750 GPM capacity stand post type with inlet flange of 4\" X 150# | Item 130.C.3010 | 6 | EA |
| 1347 | 1347 | Stand Post Type double way fire hydrant fitted with 2 Nos of single landing valve complete as per IS: 5290 alongwith 4\" x 150# WNRF Flange | Item 130.C.3020 | 21 | EA |
| 1348 | 1348 | FIRE FIGHTING EQUIPMENT: Supply and delivery of Fire Fighting Equipment at respective stations as per Station wise Break up of mater ial supply and as per technical specifications from approved vendors specified in tender document. | Item 130.C.3030 | ||
| 1349 | 1349 | Diesel Engine Driven Horizontal Centrifugal Pumping Unit For Water displacement/Fire Fighting System ( Q= 450 Kl/Hr and H= 120 MCL) with Spares and Commissioning Services as per technical specifications. | Item 130.C.3040 | 1 | EA |
| 1350 | 1350 | Jockey Pump Unit with Q-10 Kls/Hr, H-105 MCL with Spares and Commissioning Services as per technical specifications. | Item 130.C.3050 | 1 | EA |
| 1351 | 1351 | Vertical Submersible type Motor Driven Water filling Pumping Unit with Spares and Commissioning Services as per technical specific ations. (Q=30 Kl/Hr.,H= 40 MCL) | Item 130.C.3060 | 1 | EA |
| 1352 | 1352 | 9 kg DCP Extinguisher | Item 130.C.3070 | 11 | EA |
| 1353 | 1353 | 4.5 kg CO2 Extinguisher | Item 130.C.3080 | 8 | EA |
| 1354 | 1354 | 2 kg CO2 Extinguisher | Item 130.C.3090 | 16 | EA |
| 1355 | 1355 | 2.5 kg clean agent extinguishers IS 15683 Marked | Item 130.C.3100 | 6 | EA |
| 1356 | 1356 | 2 kg clean agent extinguishers IS 15683 Marked | Item 130.C.3110 | 4 | EA |
| 1357 | 1357 | Fire Hose Box for keeping 2 Nos. of 15 M Type B delivery hose and one no. jet nozzle | Item 130.C.3120 | 11 | EA |
| 1358 | 1358 | Type B Delivery Hoses of 15 M length bearing IS-636 mark | Item 130.C.3130 | 28 | EA |
| 1359 | 1359 | Jet Nozzles | Item 130.C.3140 | 14 | EA |
| 1360 | 1360 | Fog Nozzle | Item 130.C.3150 | 2 | EA |
| 1361 | 1361 | Universal Nozzle | Item 130.C.3160 | 2 | EA |
| 1362 | 1362 | Water curtain nozzle | Item 130.C.3170 | 2 | EA |
| 1363 | 1363 | Sand drum with scoop | Item 130.C.3180 | 8 | EA |
| 1364 | 1364 | Pair of Rubber hand gloves for Electrical work bearing IS mark | Item 130.C.3190 | 4 | EA |
| 1365 | 1365 | First Aid Box with Snake serum | Item 130.C.3200 | 2 | EA |
| 1366 | 1366 | Fire Bucket | Item 130.C.3210 | 8 | EA |
| 1367 | 1367 | Safety Helmet | Item 130.C.3220 | 16 | EA |
| 1368 | 1368 | Strecher WITH BLANKET | Item 130.C.3230 | 2 | EA |
| 1369 | 1369 | Explosimeter | Item 130.C.3240 | 3 | EA |
| 1370 | 1370 | Rescuscitor | Item 130.C.3250 | 2 | EA |
| 1371 | 1371 | Electrical Siren | Item 130.C.3260 | 1 | EA |
| 1372 | 1372 | Hand Operated siren | Item 130.C.3270 | 2 | EA |
| 1373 | 1373 | Water gel blanket | Item 130.C.3280 | 3 | EA |
| 1374 | 1374 | Positive Pressure type self containing Breathing Apparatus | Item 130.C.3290 | 2 | EA |
| 1375 | 1375 | Safety Torch | Item 130.C.3300 | 4 | EA |
| 1376 | 1376 | Fire Proximity suit | Item 130.C.3310 | 2 | EA |
| 1377 | 1377 | Wind socks | Item 130.C.3320 | 6 | EA |
| 1378 | 1378 | PA system/ Loudhailer/ megaphone | Item 130.C.3330 | 1 | EA |
| 1379 | 1379 | Red & Green flag (Pairs) 2 nos in each colour | Item 130.C.3340 | 4 | EA |
| 1380 | 1380 | Extinguisher box for 9 kg DCP Extinguishers | Item 130.C.3350 | 7 | EA |
| 1381 | 1381 | Dry Chemical Powder silliconised potassiun bicarbonate type IS marked, pack in 10Kg | Item 130.C.3360 | 120 | EA |
| 1382 | 1382 | CO2 cartridge - 200 gm capacity for 9 kg | Item 130.C.3370 | 8 | EA |
| 1383 | 1383 | Low temparature rubber hand gloves | Item 130.C.3380 | 6 | EA |
| 1384 | 1384 | Low temparature protective clothing | Item 130.C.3390 | 3 | EA |
| 1385 | 1385 | Emergency Kit: Supply and delivery of Emergency Kit consisting oflisted emergency equipments as per Annexure-VII | Item 130.C.3400 | 2 | EA |
| 1386 | 1386 | Corrosion Coupon: Supply of TOR Fitting Complete With Plug & Cap and Full bore Threaded Ball Valve. | Item 130.C.3410 | ||
| 1387 | 1387 | TOR fitting complete with Caps, Plugs, O-Rings, Nipple & 2\" 600# full bore threaded ball valve. | Item 130.C.3420 | 4 | EA |
| 1388 | 1388 | RETRACTABLE CORROSION COUPON HOLDER, 16\" | Item 130.C.3430 | 2 | EA |
| 1389 | 1389 | Supply of Y-type strainer(Cast /Plate Fabricated Body), F/F connection, as per below mentioned sizes & rating and flow detail and as per technical specifications indicated in tender documents. ( Each strainer shall be supplied with 1 set of companion WNRF Flanges, Gaskets & Fasteners,02 Nos. cover Gaskets, 1 filter element. | Item 130.C.3440 | ||
| 1390 | 1390 | Y-type Strainer 10\" x ANSI 150# | Item 130.C.3450 | 2 | EA |
| 1391 | 1391 | Y-type Strainer 4\" x ANSI 150# | Item 130.C.3460 | 1 | EA |
| 1392 | 1392 | Y-type Strainer 3\" x ANSI 150# | Item 130.C.3470 | 1 | EA |
| 1393 | 1393 | Supply and delivery of BS 5351/ISO 17292 Ball valve for use in process piping at respective stations as per Station wise Break up o f material supply and as per technical specifications from approved vendors specified in tender document. | Item 130.C.3480 | ||
| 1394 | 1394 | 1\" x 800# Ball valve HOV W/W ISO 17292 | Item 130.C.3490 | 34 | EA |
| 1395 | 1395 | Supply and delivery of API 6D Ball valves for use in process piping at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. | Item 130.C.3500 | ||
| 1396 | 1396 | 4\" F/F ANSI 600# A/G, API6D BALL VALVE HOV | Item 130.C.3510 | 3 | EA |
| 1397 | 1397 | 2\" F/F ANSI 600# A/G, API6D BALL VALVE HOV | Item 130.C.3520 | 17 | EA |
| 1398 | 1398 | 3\" F/F ANSI 300# A/G, API6D BALL VALVE HOV | Item 130.C.3530 | 2 | EA |
| 1399 | 1399 | 2\" F/F ANSI 300# A/G, API6D BALL VALVE HOV | Item 130.C.3540 | 5 | EA |
| 1400 | 1400 | 2\" F/F ANSI 300# A/G, BALL VALVE BS 5351 Air Line HOV | Item 130.C.3550 | 5 | EA |
| 1401 | 1401 | 1\" W/W ANSI 800# A/G, BALL VALVE BS 5351 Air Line HOV | Item 130.C.3560 | 10 | EA |
| 1402 | 1402 | 1\" F/F ANSI 600# A/G, BALL VALVE BS 5351 Air Line HOV | Item 130.C.3570 | 1 | EA |
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