Indian Oil Corporation Limited-IOCL has published Laying 20Inch/18Inch/10 . 75Inch Od , 902 Km ( Approx . ) Cross Country Lpg Pipeline From Iocl Sanand To Mp/Up Border Under Kandla Gorakhpur Lpg Pipeline Project Group-8 Gj/Mp Border ( Ch 155 Km Ex-Dumad ) To Ips1 ( Ch . 287 Km Ex-Dumad ). Submission Date for this Tender is 11-06-2020. Gas Pipe Line Tenders in GUJARAT Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 12-Mar-2020 | Addendum-1 | Date | 01-04-2020 |
| 2 | 23-Mar-2020 | Addendum-03 | Date | 09-04-2020 |
| 3 | 02-Apr-2020 | ADDENDUM NO. 4 | Date | 29-04-2020 |
| 4 | 27-Apr-2020 | ADDENDUM NO. 6 | Date | 11-05-2020 |
| 5 | 08-May-2020 | ADDENDUM NO. 7 | Date | 21-05-2020 |
| 6 | 19-May-2020 | ADDENDUM NO. 8 | Other | 21-05-2020 |
| 7 | 21-May-2020 | ADDENDUM NO. 9 | Date | 08-06-2020 |
| 8 | 05-Jun-2020 | ADDENDUM NO. 10 | Date | 11-06-2020 |
| 9 | 09-Jun-2020 | ADDENDUM NO. 11 | Technical Bid | 11-06-2020 |
| Name of Work: LAYING 20”/18”/10.75” OD, 902 KM (APPROX.) CROSS COUNTRY LPG PIPELINE FROM IOCL SANAND TO MP/UP BORDER UNDER KANDLA GORAKHPUR LPG PIPELINE PROJECT, GROUP-8: GJ/MP BORDER (CH. 155 KM EX-DUMAD) TO IPS-1 (CH. 287 KM EX-DUMAD) | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Group 8-Civil Works-M/L Laying | 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:,, # 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.,,, # Clearing and grading of ROW/ pipeline coridor, cutting of trees, vegetation etc. including keeping record of trees cut, including de-watering etc.,,, # Stringing of pipes along ROW including providing straw bags/ soft padding (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),,, # 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),,, # 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,,, # 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 ,,, # Carrying out 100% radiographic inspection of all field weld joints for initial 1(one) Km in each Mainline Spread, Crossings and other specific locations as per Specifications and Special Conditions of Contract (SCC) and 20% radiographic inspection for the balance portion (excluding crossings and other specific locations) and destructive testing of one weld joint in each Spread as per specification and direction of Site Engineer, including providing Crawler type Automatic X-Ray machine and external X-Ray machine and all other requisite equipment, labour, supervision, materials, approved films, approved consumables, all facilities and personnel to process, develop, examine and interpret radiographs (by qualified and experienced Radiography Inspector) and other tests as required, carrying out repair of weld-joints found defective, carrying out re-radiography and other tests as required on repaired joints, etc.,,, # Carrying out coating of all field weld joints, by qualified coating insulators, including supply of approved joint coating materials, providing all equipment, materials and consumables necessary to carry out the job as per manufacturer’s recommendation,,, # Installation of hot-pulled bends at required locations in mainline (bends to be fabricated from Owner-supplied bare pipes) including cutting, bevelling, fitment, coating the bare bend pipe with approved cold-applied tape coat / PU coating etc.,,, # Carrying out holiday detection, at specified voltage level corresponding to coating type and as per specifications, and repair of coating, if any,,, # Laying pipeline by open-cut method at crossings viz., cart-track, 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.,,, # Lowering the pipeline in trench, tieing-in, backfilling with excavated earth and/or other suitable soil (top soil stored separately during trenching shall be backfilled on top of the ditch) as directed by Site-Engineer,,, # Carrying out air cleaning, gauge pigging and hydrostatic testing (to specified pressure) of the complete pipeline (excluding those HDD crossing sections not under the scope of this tender) including providing ‘pre-testing’ of designated sections as approved by Engineer-in-Charge, providing all equipment, pumps, fittings, instruments, dead weight tester etc. and services, supervision, labour, consumables, testing of water, supply & injection of corrosion inhibitor, locating leaks, if any, and rectification of defects attributable to Contractor, re-testing after rectification etc. and cleaning the pipeline section after successful hydrotesting,,, # All tie-ins, including tieing-in with HDD sections under this tender,, , # 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.,,, # Preparation of as-built drawings, pipe book and other records as per specifications etc.,,, # Supply of all materials (other than those specifically undertaken to be supplied by the Owner under the contract) necessary for performance of work or for temporary or permanent incorporation in the works, and ,, # All other acts, deeds, matters and things necessary to make the pipeline ready for commissioning and completing the works in all respects as per drawings, specifications and instructions of Site Engineer/ Engineer-in-Charge. | Item 10.10 | ||
| 3 | 3 | 20" OD | Item 10.20 | 129990 | M |
| 4 | 4 | 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 | ||
| 5 | 5 | 20" OD | Item 10.40 | 36 | M |
| 6 | 6 | SUBMERGED CROSSINGS: 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 | ||
| 7 | 7 | 20" OD | Item 10.60 | 810 | M |
| 8 | 8 | 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 | ||
| 9 | 9 | 20" OD | Item 10.80 | 50 | M |
| 10 | 10 | 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 | ||
| 11 | 11 | 20" OD | Item 10.100 | 310 | M |
| 12 | 12 | 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 | 119190 | CUM |
| 13 | 13 | SAND FILLING (IN HARD ROCK 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 | ||
| 14 | 14 | 20" OD | Item 10.130 | 31750 | M |
| 15 | 15 | SAND FILLING (AT SEISMIC FAULT LOCATIONS): 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 | ||
| 16 | 16 | 20" OD | Item 10.150 | 1000 | M |
| 17 | 17 | SAND FILLING (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 | ||
| 18 | 18 | 20" OD | Item 10.170 | 11000 | M |
| 19 | 19 | 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 | ||
| 20 | 20 | 20" OD | Item 10.190 | 63500 | M |
| 21 | 21 | 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 | ||
| 22 | 22 | KILOMETER POST | Item 10.210 | 140 | EA |
| 23 | 23 | DIRECTION MARKER | Item 10.220 | 670 | EA |
| 24 | 24 | WARNING SIGN | Item 10.230 | 430 | EA |
| 25 | 25 | 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 | 1160 | EA |
| 26 | 26 | 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 | ||
| 27 | 27 | 20" OD | Item 10.260 | 140 | KM |
| 28 | 28 | 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 | ||
| 29 | 29 | 20" OD | Item 10.280 | 140 | KM |
| 30 | 30 | 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 | ||
| 31 | 31 | 20" OD | Item 10.300 | 140 | KM |
| 32 | 32 | 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 | ||
| 33 | 33 | 20" OD | Item 10.320 | 9 | EA |
| 34 | 34 | TIE-IN & 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 | ||
| 35 | 35 | 20" OD | Item 10.340 | 3 | EA |
| 36 | 36 | FABRICATION OF HOT PULLED INDUCTION BEND: 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 | ||
| 37 | 37 | 20" OD | Item 10.360 | 23 | EA |
| 38 | 38 | COMMISSIONONG 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 10.370 | ||
| 39 | 39 | 20" OD | Item 10.380 | 140 | KM |
| 40 | 40 | SOFT SOIL PADDING (IN HARD ROCKY 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 | ||
| 41 | 41 | 20" OD | Item 10.400 | 31750 | M |
| 42 | 42 | 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 | ||
| 43 | 43 | 20" OD | Item 10.420 | 11000 | M |
| 44 | 44 | SOFT SOIL PADDING (IN SEISMIC FAULT 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 | ||
| 45 | 45 | 20" OD | Item 10.440 | 1000 | M |
| 46 | 46 | HDD INSTALLATION (CARRIER PIPE WITH OFC): -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 10.450 | ||
| 47 | 47 | 20" OD in Normal Soil | Item 10.460 | 570 | M |
| 48 | 48 | 20" OD in Rocky Soil | Item 10.470 | 420 | M |
| 49 | 49 | 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. All other works not specifically listed herein, but required as per specifications, drawings, provisions of the contract document, calculations and construction method statement, leading to successful completion of the works.Note :- The item to be operated under the specific instruction of Engineer in Charge | Item 10.480 | ||
| 50 | 50 | 20" OD | Item 10.490 | 100 | M |
| 51 | 51 | Group 8-Civil Works-CSW-ITC | Item 00020 | ||
| 52 | 52 | 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 20.10 | ||
| 53 | 53 | All kinds of soil | Item 20.20 | 86.35 | CUM |
| 54 | 54 | Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials. | Item 20.30 | ||
| 55 | 55 | All kinds of soil | Item 20.40 | 2.14 | CUM |
| 56 | 56 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | Item 20.50 | 2.45 | CUM |
| 57 | 57 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | Item 20.60 | ||
| 58 | 58 | 1:3:6 (1 cement : 3 coarse sand (Zone-III) : 6 graded stone aggregate 20 mm nominal size) | Item 20.70 | 2.17 | CUM |
| 59 | 59 | Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm down size) mixed with approved brand of water proofing compound @ 1Kg/50 Kg bag of cement, in roof grading, coping, in bed concrete etc. at all heights & depths, including providing centering and shuttering, scaffolding, watering, curing, vibrating, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer. | Item 20.80 | 0.27 | CUM |
| 60 | 60 | 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 20.90 | ||
| 61 | 61 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III): 3 graded stone aggregate 20 mm nominal size) | Item 20.100 | 70.88 | CUM |
| 62 | 62 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : | Item 20.110 | ||
| 63 | 63 | Foundations, footings, bases of columns, etc. for mass concrete | Item 20.120 | 354.42 | SQM |
| 64 | 64 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level. | Item 20.130 | ||
| 65 | 65 | Thermo-Mechanically Treated bars of grade Fe-500D or more | Item 20.140 | 10632.2 | KG |
| 66 | 66 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : | Item 20.150 | ||
| 67 | 67 | Cement mortar 1:6 (1 cement : 6 coarse sand) | Item 20.160 | 3.35 | CUM |
| 68 | 68 | 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 an y other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, mat erials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of concret e work). | Item 20.170 | 1.55 | TO |
| 69 | 69 | 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 20.180 | 15.58 | SQM |
| 70 | 70 | 15 mm cement plaster on rough side of single or half brick wall of mix : | Item 20.190 | ||
| 71 | 71 | 1:6 (1 cement : 6 coarse sand) | Item 20.200 | 15.25 | SQM |
| 72 | 72 | 20 mm cement plaster of mix : | Item 20.210 | ||
| 73 | 73 | 1:4 (1 cement : 4 coarse sand) | Item 20.220 | 2.4 | SQM |
| 74 | 74 | 6 mm cement plaster of mix : | Item 20.230 | ||
| 75 | 75 | 1:3 (1 cement : 3 fine sand) | Item 20.240 | 129.12 | SQM |
| 76 | 76 | Neat cement punning. | Item 20.250 | 6.75 | SQM |
| 77 | 77 | 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 20.260 | 1655 | KG |
| 78 | 78 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | Item 20.270 | ||
| 79 | 79 | 1:4:8 (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size) | Item 20.280 | 6.575 | CUM |
| 80 | 80 | Group 8-Civil Works-CSW-Non-ITC | Item 00030 | ||
| 81 | 81 | 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 30.10 | ||
| 82 | 82 | All kinds of soil | Item 30.20 | 62500 | SQM |
| 83 | 83 | 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 30.30 | ||
| 84 | 84 | All kinds of soil | Item 30.40 | 9516.64 | CUM |
| 85 | 85 | 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 30.50 | 5944 | CUM |
| 86 | 86 | Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials. | Item 30.60 | ||
| 87 | 87 | All kinds of soil | Item 30.70 | 0.85 | CUM |
| 88 | 88 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | Item 30.80 | 179.54 | CUM |
| 89 | 89 | 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 30.90 | ||
| 90 | 90 | Beyond 30 cm girth upto and including 60 cm girth | Item 30.100 | 50 | EA |
| 91 | 91 | Beyond 60 cm girth upto and including 120 cm girth | Item 30.110 | 50 | EA |
| 92 | 92 | Beyond 120 cm girth upto and including 240 cm girth | Item 30.120 | 50 | EA |
| 93 | 93 | Supplying chemical emulsion in sealed containers including delivery as specified. | Item 30.130 | ||
| 94 | 94 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Item 30.140 | 495 | L |
| 95 | 95 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : | Item 30.150 | ||
| 96 | 96 | 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 30.160 | ||
| 97 | 97 | With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | Item 30.170 | 837 | M |
| 98 | 98 | Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling an d plugging holes etc.: | Item 30.180 | ||
| 99 | 99 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 : 2 (1 cement : 2 Coarse sand) to match the existing floor : | Item 30.190 | ||
| 100 | 100 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Item 30.200 | 3996 | M |
| 101 | 101 | 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 30.210 | ||
| 102 | 102 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Item 30.220 | 837 | M |
| 103 | 103 | 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 30.230 | 2675 | CUM |
| 104 | 104 | 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 30.240 | 62386 | CUM |
| 105 | 105 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | Item 30.250 | ||
| 106 | 106 | 1:3:6 (1 cement : 3 coarse sand (Zone-III) : 6 graded stone aggregate 20 mm nominal size) | Item 30.260 | 221.82 | CUM |
| 107 | 107 | 1:3:6 (1 cement : 3 coarse sand (Zone-III) : 6 graded stone aggregate 40 mm nominal size) | Item 30.270 | 60 | CUM |
| 108 | 108 | 1:4:8 (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size) | Item 30.280 | 612.42 | CUM |
| 109 | 109 | 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 30.290 | 324 | SQM |
| 110 | 110 | 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 30.300 | 49.73 | CUM |
| 111 | 111 | 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 30.310 | 811 | SQM |
| 112 | 112 | 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 30.320 | ||
| 113 | 113 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III): 3 graded stone aggregate 20 mm nominal size) | Item 30.330 | 3000.11 | CUM |
| 114 | 114 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | Item 30.340 | 30 | CUM |
| 115 | 115 | 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 30.350 | ||
| 116 | 116 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size) | Item 30.360 | 639 | CUM |
| 117 | 117 | 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 30.370 | 779 | CUM |
| 118 | 118 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : | Item 30.380 | ||
| 119 | 119 | Foundations, footings, bases of columns, etc. for mass concrete | Item 30.390 | 3930.58 | SQM |
| 120 | 120 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Item 30.400 | 4394 | SQM |
| 121 | 121 | Suspended floors, roofs, landings, balconies and access platform | Item 30.410 | 1188 | SQM |
| 122 | 122 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Item 30.420 | 7471 | SQM |
| 123 | 123 | Columns, Pillars, Piers, Abutments, Posts and Struts | Item 30.430 | 7153 | SQM |
| 124 | 124 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level. | Item 30.440 | ||
| 125 | 125 | Thermo-Mechanically Treated bars of grade Fe-500D or more | Item 30.450 | 382731 | KG |
| 126 | 126 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above pl inth level. | Item 30.460 | ||
| 127 | 127 | Thermo-Mechanically Treated bars of grade Fe-500 D or more | Item 30.470 | 204207 | KG |
| 128 | 128 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : | Item 30.480 | ||
| 129 | 129 | Cement mortar 1:6 (1 cement : 6 coarse sand) | Item 30.490 | 353.64 | CUM |
| 130 | 130 | 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 30.500 | ||
| 131 | 131 | Cement mortar 1:6 (1 cement : 6 coarse sand) | Item 30.510 | 1731 | CUM |
| 132 | 132 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : | Item 30.520 | ||
| 133 | 133 | Cement mortar 1:3 (1 cement : 3 coarse sand) | Item 30.530 | 7 | SQM |
| 134 | 134 | 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 30.540 | ||
| 135 | 135 | Granite of any colour and shade : | Item 30.550 | ||
| 136 | 136 | Area of slab up to 0.50 sqm | Item 30.560 | 36 | SQM |
| 137 | 137 | 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 30.570 | ||
| 138 | 138 | Polished granite stone slab- Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Item 30.580 | 192 | SQM |
| 139 | 139 | 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 30.590 | ||
| 140 | 140 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Item 30.600 | 16 | SQM |
| 141 | 141 | 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 30.610 | ||
| 142 | 142 | 80 x 1.25 mm M.S. laths with 1.25 mm thick top cover | Item 30.620 | 126 | SQM |
| 143 | 143 | 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 30.630 | 36 | EA |
| 144 | 144 | 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 an y other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, mat erials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of concret e work). | Item 30.640 | 34.44 | TO |
| 145 | 145 | 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 30.650 | 10400 | M |
| 146 | 146 | 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 30.660 | 489 | SQM |
| 147 | 147 | 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 30.670 | 2600 | M |
| 148 | 148 | 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 30.680 | ||
| 149 | 149 | In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) | Item 30.690 | ||
| 150 | 150 | Acid and alkali resistant tile | Item 30.700 | 144 | SQM |
| 151 | 151 | In dado/ skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) | Item 30.710 | ||
| 152 | 152 | Acid and alkali resistant tile | Item 30.720 | 36 | SQM |
| 153 | 153 | 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 30.730 | ||
| 154 | 154 | 25 mm thick | Item 30.740 | 594 | SQM |
| 155 | 155 | 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 30.750 | 238 | SQM |
| 156 | 156 | 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 30.760 | 266 | SQM |
| 157 | 157 | 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 30.770 | 102 | SQM |
| 158 | 158 | 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 30.780 | 32 | SQM |
| 159 | 159 | 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 30.790 | ||
| 160 | 160 | Size of Tile 600x600 mm | Item 30.800 | 147 | SQM |
| 161 | 161 | 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 30.810 | ||
| 162 | 162 | Size of Tile 600x600 mm | Item 30.820 | 41 | SQM |
| 163 | 163 | 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 30.830 | 2730.41 | SQM |
| 164 | 164 | 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 30.840 | 264 | SQM |
| 165 | 165 | 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 30.850 | ||
| 166 | 166 | In 75x75 mm deep chase | Item 30.860 | 414 | M |
| 167 | 167 | 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 30.870 | 36 | EA |
| 168 | 168 | 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 30.880 | ||
| 169 | 169 | 110 mm diameter | Item 30.890 | 751 | M |
| 170 | 170 | 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 30.900 | ||
| 171 | 171 | Coupler : | Item 30.910 | ||
| 172 | 172 | Single Push-fit Coupler : | Item 30.920 | ||
| 173 | 173 | 110 mm | Item 30.930 | 72 | EA |
| 174 | 174 | Bend 87.5 Degrees : | Item 30.940 | ||
| 175 | 175 | 110 mm Bend | Item 30.950 | 72 | EA |
| 176 | 176 | Shoe (Plain) : | Item 30.960 | ||
| 177 | 177 | 110 mm Shoe | Item 30.970 | 72 | EA |
| 178 | 178 | 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 30.980 | 1188 | SQM |
| 179 | 179 | 15 mm cement plaster on rough side of single or half brick wall of mix : | Item 30.990 | ||
| 180 | 180 | 1:6 (1 cement : 6 coarse sand) | Item 30.1000 | 13345.7 | SQM |
| 181 | 181 | 20 mm cement plaster of mix : | Item 30.1010 | ||
| 182 | 182 | 1:4 (1 cement : 4 coarse sand) | Item 30.1020 | 0.6 | SQM |
| 183 | 183 | 6 mm cement plaster of mix : | Item 30.1030 | ||
| 184 | 184 | 1:3 (1 cement : 3 fine sand) | Item 30.1040 | 0.87 | SQM |
| 185 | 185 | 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. | Item 30.1050 | 17692 | SQM |
| 186 | 186 | Neat cement punning. | Item 30.1060 | 0.25 | SQM |
| 187 | 187 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : | Item 30.1070 | ||
| 188 | 188 | Water thinnable cement primer | Item 30.1080 | 6468 | SQM |
| 189 | 189 | Finishing walls with water proofing cement paint of required shade : | Item 30.1090 | ||
| 190 | 190 | New work (Two or more coats applied @ 3.84 Kg/10 sqm) | Item 30.1100 | 15097 | SQM |
| 191 | 191 | Finishing walls with Acrylic Smooth exterior paint of required shade : | Item 30.1110 | ||
| 192 | 192 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Item 30.1120 | 6709 | SQM |
| 193 | 193 | 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 30.1130 | 6468 | SQM |
| 194 | 194 | 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 30.1140 | ||
| 195 | 195 | Two coats | Item 30.1150 | 6468 | SQM |
| 196 | 196 | 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 30.1160 | ||
| 197 | 197 | Two coats | Item 30.1170 | 90 | SQM |
| 198 | 198 | 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 30.1180 | 1761 | M |
| 199 | 199 | 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 30.1190 | 1938 | SQM |
| 200 | 200 | 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 30.1200 | 311 | SQM |
| 201 | 201 | 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 30.1210 | 229 | SQM |
| 202 | 202 | 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 30.1220 | ||
| 203 | 203 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | Item 30.1230 | 9 | CUM |
| 204 | 204 | 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 30.1240 | 9 | CUM |
| 205 | 205 | 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 30.1250 | ||
| 206 | 206 | In cement mortar | Item 30.1260 | 9 | CUM |
| 207 | 207 | 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 30.1270 | 90 | KG |
| 208 | 208 | 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 30.1280 | 9 | CUM |
| 209 | 209 | 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 30.1290 | 9 | CUM |
| 210 | 210 | 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 30.1300 | 2228 | SQM |
| 211 | 211 | 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 30.1310 | ||
| 212 | 212 | With medium setting bitumen emulsion : | Item 30.1320 | ||
| 213 | 213 | 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 30.1330 | ||
| 214 | 214 | Cement concrete prepared with batch mixing machine | Item 30.1340 | 304 | CUM |
| 215 | 215 | Providing and fixing in position pre-moulded joint filler in expansion joints. (Note: Unit CM shall mean PER CENTIMETRE DEPTH PER CE NTIMETRE WIDTH PER METRE LENGTH). | Item 30.1350 | 3797 | CM |
| 216 | 216 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. : | Item 30.1360 | ||
| 217 | 217 | Using Grade 'A' sealing compound. (Note: Unit CM shall mean PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH). | Item 30.1370 | 507 | CM |
| 218 | 218 | 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 30.1380 | 102 | SQM |
| 219 | 219 | 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 30.1390 | ||
| 220 | 220 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | Item 30.1400 | 203 | CUM |
| 221 | 221 | 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 30.1410 | ||
| 222 | 222 | 60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern. | Item 30.1420 | 900 | SQM |
| 223 | 223 | 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 30.1430 | 1350 | M |
| 224 | 224 | 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 30.1440 | 68 | M |
| 225 | 225 | 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 30.1450 | ||
| 226 | 226 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Item 30.1460 | 9 | EA |
| 227 | 227 | 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 30.1470 | ||
| 228 | 228 | White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap | Item 30.1480 | 18 | EA |
| 229 | 229 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete : | Item 30.1490 | ||
| 230 | 230 | Flexible Pipe : | Item 30.1500 | ||
| 231 | 231 | 32 mm diameter | Item 30.1510 | 18 | EA |
| 232 | 232 | 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 30.1520 | 18 | EA |
| 233 | 233 | Providing and fixing toilet paper holder : | Item 30.1530 | ||
| 234 | 234 | C.P. Brass (Ref. Make: JAQUAR, Model: Cat. No.-1151 or approved equivalent). | Item 30.1540 | 9 | EA |
| 235 | 235 | Providing and fixing soil, waste and vent pipes : | Item 30.1550 | ||
| 236 | 236 | 100 mm diameter | Item 30.1560 | ||
| 237 | 237 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS:3989 | Item 30.1570 | 45 | M |
| 238 | 238 | 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 30.1580 | ||
| 239 | 239 | 2025 (25 mm OD) pipe | Item 30.1590 | 45 | M |
| 240 | 240 | 2532 (32 mm OD) pipe | Item 30.1600 | 45 | M |
| 241 | 241 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including al l CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & f ittings with one step CPVC solvent cement and testing of joints complete as per direction of the Engineer-In-Charge. | Item 30.1610 | ||
| 242 | 242 | 15 mm nominal outer dia pipes | Item 30.1620 | 45 | M |
| 243 | 243 | 20 mm nominal outer dia pipes | Item 30.1630 | 45 | M |
| 244 | 244 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including al l CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fitting s 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 30.1640 | ||
| 245 | 245 | 15 mm nominal outer dia pipes | Item 30.1650 | 135 | M |
| 246 | 246 | 20 mm nominal outer dia pipes | Item 30.1660 | 135 | M |
| 247 | 247 | 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 30.1670 | ||
| 248 | 248 | 75 mm nominal outer dia pipes | Item 30.1680 | 473 | M |
| 249 | 249 | 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 30.1690 | 9 | EA |
| 250 | 250 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : | Item 30.1700 | ||
| 251 | 251 | 25 mm nominal bore | Item 30.1710 | 18 | EA |
| 252 | 252 | 32 mm nominal bore | Item 30.1720 | 18 | EA |
| 253 | 253 | 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 30.1730 | ||
| 254 | 254 | Rectangular Tank | Item 30.1740 | 4500 | L |
| 255 | 255 | 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 30.1750 | ||
| 256 | 256 | 15 mm nominal bore | Item 30.1760 | 18 | EA |
| 257 | 257 | 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 30.1770 | ||
| 258 | 258 | Bib Cock (Ref. Make: JAQUAR, Model: Cat. No. 0021 or approved equivelent) | Item 30.1780 | 36 | EA |
| 259 | 259 | 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 30.1790 | ||
| 260 | 260 | Angle Valve (Ref. Make: JAQUAR, Model: Cat. No. 0053 or approved equivalent) | Item 30.1800 | 36 | EA |
| 261 | 261 | 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 30.1810 | 36 | EA |
| 262 | 262 | 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 30.1820 | ||
| 263 | 263 | 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 30.1830 | 18 | EA |
| 264 | 264 | C.P. brass double coat hook (Ref. Make: JAQUAR, Model: Cat. No. 1161 or approved equivalent). | Item 30.1840 | 18 | EA |
| 265 | 265 | 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 30.1850 | ||
| 266 | 266 | 150 mm diameter | Item 30.1860 | 135 | M |
| 267 | 267 | 250 mm diameter | Item 30.1870 | 135 | M |
| 268 | 268 | 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 30.1880 | ||
| 269 | 269 | 100x100 mm size P-type : | Item 30.1890 | ||
| 270 | 270 | With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 | Item 30.1900 | 36 | EA |
| 271 | 271 | 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 30.1910 | ||
| 272 | 272 | 250 mm dia. R.C.C. pipe | Item 30.1920 | 180 | M |
| 273 | 273 | 300 mm dia. R.C.C. pipe | Item 30.1930 | 180 | M |
| 274 | 274 | 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 30.1940 | ||
| 275 | 275 | Inside dimensions 455x610 mm and 45 cm deep for single pipeline : | Item 30.1950 | ||
| 276 | 276 | With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 | Item 30.1960 | 9 | EA |
| 277 | 277 | Inside dimensions 500x700 mm and 45 cm deep for pipeline with one or two inlets : | Item 30.1970 | ||
| 278 | 278 | 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 30.1980 | ||
| 279 | 279 | With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 | Item 30.1990 | 9 | EA |
| 280 | 280 | 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 30.2000 | ||
| 281 | 281 | 450 mm dia RCC pipes | Item 30.2010 | 124 | M |
| 282 | 282 | 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 30.2020 | ||
| 283 | 283 | For 10 Users | Item 30.2030 | 9 | EA |
| 284 | 284 | 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 30.2040 | 19 | EA |
| 285 | 285 | 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 30.2050 | 36 | EA |
| 286 | 286 | 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 30.2060 | 9 | EA |
| 287 | 287 | 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 30.2070 | 3636 | M |
| 288 | 288 | 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 30.2080 | ||
| 289 | 289 | 750mm x 750mm x depth up to 1000mm inner dimensions | Item 30.2090 | 9 | EA |
| 290 | 290 | 600mm x 600mm x depth up to 750mm inner dimensions | Item 30.2100 | 9 | EA |
| 291 | 291 | 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 30.2110 | ||
| 292 | 292 | 450 mm diameter piles | Item 30.2120 | 1620 | M |
| 293 | 293 | 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 30.2130 | ||
| 294 | 294 | Single pile up to 50 tonne Safe Capacity : | Item 30.2140 | ||
| 295 | 295 | Initial Test (Test Load 2.5 times the Safe Capacity). (Note: Unit EA shall mean PER TEST). | Item 30.2150 | 18 | EA |
| 296 | 296 | Routine Test (Test Load 1.5 times the Safe Capacity). (Note: Unit EA shall mean PER TEST). | Item 30.2160 | 33 | EA |
| 297 | 297 | 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 30.2170 | ||
| 298 | 298 | Single pile : | Item 30.2180 | ||
| 299 | 299 | Up to 50 tonne Safe Capacity pile. (Note: Unit EA shall mean PER TEST). | Item 30.2190 | 9 | EA |
| 300 | 300 | 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 30.2200 | ||
| 301 | 301 | Up to 50 tonne capacity pile. (Note: Unit EA shall mean PER TEST). | Item 30.2210 | 18 | EA |
| 302 | 302 | 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 30.2220 | ||
| 303 | 303 | For fixed portion : | Item 30.2230 | ||
| 304 | 304 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) | Item 30.2240 | 386 | KG |
| 305 | 305 | 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 30.2250 | ||
| 306 | 306 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) | Item 30.2260 | 728 | KG |
| 307 | 307 | 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 30.2270 | ||
| 308 | 308 | With float glass panes of 5.50 mm thickness | Item 30.2280 | 168 | SQM |
| 309 | 309 | 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 30.2290 | ||
| 310 | 310 | With stainless steel cover plate minimum 1.25 mm thickness | Item 30.2300 | 36 | EA |
| 311 | 311 | 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 30.2310 | ||
| 312 | 312 | Powder coated (Minimum thickness 50 micron) aluminium tubular handle bar | Item 30.2320 | 36 | EA |
| 313 | 313 | Providing and fixing, on fixed glazing/ doors/ window panes, sun control film HP NATURAL 35 SAFETY COMBINATION FILM-4Mil of M/s. GAR WARE or approved equivalent make and shade, all complete as per manufacturer's specification and as per instructions of the Engineer -in-Charge. | Item 30.2330 | 168 | SQM |
| 314 | 314 | 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 30.2340 | ||
| 315 | 315 | 3 mm thick | Item 30.2350 | 1188 | SQM |
| 316 | 316 | 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 30.2360 | 1350 | KG |
| 317 | 317 | 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 30.2370 | 34 | CUM |
| 318 | 318 | 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 30.2380 | 34 | CUM |
| 319 | 319 | 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 30.2390 | 34 | CUM |
| 320 | 320 | 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 30.2400 | 831 | M |
| 321 | 321 | 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 30.2410 | 1330 | M |
| 322 | 322 | 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 30.2420 | ||
| 323 | 323 | 50 mm nominal outer dia pipes | Item 30.2430 | 125 | M |
| 324 | 324 | 100 mm nominal outer dia pipes | Item 30.2440 | 90 | M |
| 325 | 325 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : | Item 30.2450 | ||
| 326 | 326 | 50 mm nominal bore | Item 30.2460 | 2 | EA |
| 327 | 327 | 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 30.2470 | ||
| 328 | 328 | All types of soil : | Item 30.2480 | ||
| 329 | 329 | 300 mm diameter | Item 30.2490 | 70 | M |
| 330 | 330 | Rocky strata including boulders : | Item 30.2500 | ||
| 331 | 331 | 300 mm diameter | Item 30.2510 | 20 | M |
| 332 | 332 | 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 30.2520 | ||
| 333 | 333 | 150 mm nominal size diameter | Item 30.2530 | 70 | M |
| 334 | 334 | 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 30.2540 | ||
| 335 | 335 | 150 mm nominal size diameter | Item 30.2550 | 20 | M |
| 336 | 336 | 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 30.2560 | 3 | CUM |
| 337 | 337 | 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 co mplete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of the Eng ineer-In-Charge. (Note: Unit H shall mean PER HOUR). | Item 30.2570 | 30 | H |
| 338 | 338 | 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 30.2580 | ||
| 339 | 339 | 150 mm diameter | Item 30.2590 | 1 | EA |
| 340 | 340 | 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 30.2600 | ||
| 341 | 341 | 150 mm clamp | Item 30.2610 | 1 | EA |
| 342 | 342 | 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 30.2620 | ||
| 343 | 343 | 150 mm diameter | Item 30.2630 | 1 | EA |
| 344 | 344 | 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 30.2640 | ||
| 345 | 345 | 10.0 HP | Item 30.2650 | 1 | EA |
| 346 | 346 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | Item 30.2660 | ||
| 347 | 347 | 1:2:4 (1 cement : 2 coarse sand (Zone-III) : 4 graded stone aggregate 20 mm nominal size) | Item 30.2670 | 90 | CUM |
| 348 | 348 | 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 30.2680 | ||
| 349 | 349 | Coupler : | Item 30.2690 | ||
| 350 | 350 | 110 mm | Item 30.2700 | 64 | EA |
| 351 | 351 | 15mm plaster (in fine sand): 15 mm cement plaster on the rough side of single or half brick wall of mix : | Item 30.2710 | ||
| 352 | 352 | 1:6 (1 cement : 6 fine sand) | Item 30.2720 | 6249 | SQM |
| 353 | 353 | Finishing walls with textured exterior paint of required shade : | Item 30.2730 | ||
| 354 | 354 | 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 30.2740 | 5840 | SQM |
| 355 | 355 | 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 30.2750 | ||
| 356 | 356 | W.C. pan with ISI marked white solid plastic seat and lid. | Item 30.2760 | 9 | EA |
| 357 | 357 | 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 30.2770 | ||
| 358 | 358 | 200 mm diameter | Item 30.2780 | 135 | M |
| 359 | 359 | 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 30.2790 | ||
| 360 | 360 | 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 30.2800 | 36 | EA |
| 361 | 361 | Group 8-Electrical Works-PCP | Item 00040 | ||
| 362 | 362 | A Supply | Item 40.A | ||
| 363 | 363 | 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 40.A.10 | 36 | EA |
| 364 | 364 | 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 40.A.20 | 18 | EA |
| 365 | 365 | 230 V AC Operated automatic type Cathodic Protection Transformer Rectifier (CPTR) unit of rating 25 V,25 A DC with SCADA linkage fac ility as per specifications | Item 40.A.30 | 1 | EA |
| 366 | 366 | 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 40.A.40 | 1 | EA |
| 367 | 367 | 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 40.A.50 | 3 | EA |
| 368 | 368 | Junction Box having IP-55 degree of protection | Item 40.A.60 | 1 | EA |
| 369 | 369 | Flame proof & Weather proof junction Box of approved make conforming to drg 9200-99900-404-606-00. | Item 40.A.70 | 10 | EA |
| 370 | 370 | Flameproof,Ex-d,IIA/IIB CJB with accessories for distribution of current among pipelines | Item 40.A.80 | 1 | EA |
| 371 | 371 | 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 40.A.90 | 1 | EA |
| 372 | 372 | Supply of XLPE insulated , PVC sheathed cable, 1100 v grade conforming to IS: 7098 (P-1) as per specifications and approved make Copper Cable size 1cx35 sq. mm Armoured | Item 40.A.100 | 2100 | M |
| 373 | 373 | Supply of XLPE insulated , PVC sheathed cable, 1100 v grade conforming to IS: 7098 (P-1) as per specifications and approved make Copper Cable size 1cx25 sq.mm Armoured | Item 40.A.110 | 100 | M |
| 374 | 374 | Supply of XLPE insulated , PVC sheathed cable, 1100 v grade conforming to IS: 7098 (P-1) as per specifications and approved make Copper Cable size 2cx6 sq.mm Armoured | Item 40.A.120 | 4500 | M |
| 375 | 375 | Supply of XLPE insulated , PVC sheathed cable, 1100 v grade conforming to IS: 7098 (P-1) as per specifications and approved make Copper Cable size 2cx70 sq.mm Armoured | Item 40.A.130 | 300 | M |
| 376 | 376 | Supply of XLPE insulated , PVC sheathed cable, 1100 v grade conforming to IS: 7098 (P-1) as per specifications and approved make Tinned Copper Cable size 1cx10 sq.mm Unarmoured for distributed anodes of station CP system | Item 40.A.140 | 150 | M |
| 377 | 377 | Supply of Cu- Cuso4 permanent Half cell with minimum 10 m length of tail cable, as per specifications of approved make | Item 40.A.150 | 20 | EA |
| 378 | 378 | Supply of Cu- Cuso4 portable Half cell, as per specifications of approved make | Item 40.A.160 | 2 | EA |
| 379 | 379 | Supply of Pipe cum cable locator of approved make as per specifications complete in all respects | Item 40.A.170 | 1 | EA |
| 380 | 380 | 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 40.A.180 | 1 | EA |
| 381 | 381 | Four pin Soil Resistivity Meter with output maximum 80 wattt / upto 200 mA stabilised current output | Item 40.A.190 | 1 | EA |
| 382 | 382 | Digital Multimeter with data logging, trend capturing and graphic display facility like Fluke 289 or eq. | Item 40.A.200 | 1 | EA |
| 383 | 383 | B Service | Item 40.B | ||
| 384 | 384 | 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 40.B.10 | 36 | EA |
| 385 | 385 | 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 40.B.20 | 18 | EA |
| 386 | 386 | 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 40.B.30 | 20 | EA |
| 387 | 387 | Conducting Coating-Resistance Survey for calculation of effective coating resistance of the pipeline in ohms-sq.m. along the entire pipeline and plotting on SEMILOG or X-Y GRAPH & submitting the report in graphical form as well as soft copy as per Specification / approved procedure and directions of Site Engineer / Engineer-in-Charge. | Item 40.B.40 | 132 | KM |
| 388 | 388 | 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 40.B.50 | 132 | KM |
| 389 | 389 | Close Interval Natural Potential logging survey | Item 40.B.60 | 132 | KM |
| 390 | 390 | 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 40.B.70 | 130 | KM |
| 391 | 391 | 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 40.B.80 | 16 | KM |
| 392 | 392 | 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 40.B.90 | 132 | KM |
| 393 | 393 | Conducting AC interference survey, to detect presence of any AC voltage(induced owing to proximity of any HT transmission line ( abo ve 33kV) crossing or running parallel within a distance of 50 M from the pipeline alignment as per approved procedure. The work sha ll be completed in all respects including survey recommending mitigation measures & post mitigation survey. The work includes all to ols, tackles, consumables etc. all complete, required for survey / test as deemed necessary and as per the directions of the site en gineer / Engineer-in-Charge. Note : AC interference survey shall be done at respective TLP by connecting data logger to maintain record for minimum 24 hours. The data to be submitted for each such TLP alongwith coloured graph and recommendations. | Item 40.B.100 | 16 | EA |
| 394 | 394 | Conducting Soil Resistivity Survey at anode bed location after ascertaining its suitablity with respect to the existing system , for installation of Anode Bed (deep / shallow / distributed), as per the specification, approved procedures and instructions of Site En gineer / Engineer-in-Charge. | Item 40.B.110 | 5 | EA |
| 395 | 395 | 230 V AC operated auto type Cathodic Protection Transformer Rectifier (CPTR) unit of rating 25 V 25 A DC with SCADA linking facility | Item 40.B.120 | 1 | EA |
| 396 | 396 | 230 V AC Operated manual type Cathodic Protection Transformer Rectifier (CPTR) unit of rating 50V, 50A DC | Item 40.B.130 | 1 | EA |
| 397 | 397 | 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 40.B.140 | 3 | EA |
| 398 | 398 | Installation of CJB for current distribution among pipelines | Item 40.B.150 | 1 | EA |
| 399 | 399 | 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 40.B.160 | 1 | EA |
| 400 | 400 | 1cx35 sq. mm, Laying of anode header / cathode / reference cell cables at a minimum depth of 1 meter and connection to the CP unit / pipeline / half cell etc. The work includes excavation, installation, supply of all required materials such as sealing materials, l ugs, PVC sleeve, repair materials etc., and carrying out all works such as exposing pipe, coating repair, cad welding / pin brazing, backfilling etc.,; in all types of strata and soil (including rock) by making the trench, back filling the trench, cable terminatio ns, work complete in all respects including cost of all labour, material, tools etc. as per specification and instruction of Site En gineer / Engineer-In-Charge and approved drawings. | Item 40.B.170 | 2100 | M |
| 401 | 401 | 1cx25 sq. mm, Laying of anode header / cathode / reference cell cables at a minimum depth of 1 meter and connection to the CP unit / pipeline / half cell etc. The work includes excavation, installation, supply of all required materials such as sealing materials, l ugs, PVC sleeve, repair materials etc., and carrying out all works such as exposing pipe, coating repair, cad welding / pin brazing, backfilling etc.,; in all types of strata and soil (including rock) by making the trench, back filling the trench, cable terminatio ns, work complete in all respects including cost of all labour, material, tools etc. as per specification and instruction of Site En gineer / Engineer-In-Charge and approved drawings. | Item 40.B.180 | 100 | M |
| 402 | 402 | 2cx6 sq. mm, Laying of anode header / cathode / reference cell cables at a minimum depth of 1 meter and connection to the CP unit / pipeline / half cell etc. The work includes excavation, installation, supply of all required materials such as sealing materials, lu gs, PVC sleeve, repair materials etc., and carrying out all works such as exposing pipe, coating repair, cad welding / pin brazing, backfilling etc.,; in all types of strata and soil (including rock) by making the trench, back filling the trench, cable termination s, work complete in all respects including cost of all labour, material, tools etc. as per specification and instruction of Site Eng ineer / Engineer-In-Charge and approved drawings. | Item 40.B.190 | 4500 | M |
| 403 | 403 | 1cx10 sq. mm, Laying of anode header / cathode / reference cell cables at a minimum depth of 1 meter and connection to the CP unit / pipeline / half cell etc. The work includes excavation, installation, supply of all required materials such as sealing materials, l ugs, PVC sleeve, repair materials etc., and carrying out all works such as exposing pipe, coating repair, cad welding / pin brazing, backfilling etc.,; in all types of strata and soil (including rock) by making the trench, back filling the trench, cable terminatio ns, work complete in all respects including cost of all labour, material, tools etc. as per specification and instruction of Site En gineer / Engineer-In-Charge and approved drawings. | Item 40.B.200 | 150 | M |
| 404 | 404 | 2cx70 sq. mm, Laying of anode header / cathode / reference cell cables at a minimum depth of 1 meter and connection to the CP unit / pipeline / half cell etc. The work includes excavation, installation, supply of all required materials such as sealing materials, l ugs, PVC sleeve, repair materials etc., and carrying out all works such as exposing pipe, coating repair, cad welding / pin brazing, backfilling etc.,; in all types of strata and soil (including rock) by making the trench, back filling the trench, cable terminatio ns, work complete in all respects including cost of all labour, material, tools etc. as per specification and instruction of Site En gineer / Engineer-In-Charge and approved drawings. | Item 40.B.210 | 300 | M |
| 405 | 405 | 3CX10 sqmm (owner supplied), Laying of anode header / cathode / reference cell cables at a minimum depth of 1 meter and connection t o the CP unit / pipeline / half cell etc. The work includes excavation, installation, supply of all required materials such as seali ng materials, lugs, PVC sleeve, repair materials etc., and carrying out all works such as exposing pipe, coating repair, cad welding / pin brazing, backfilling etc.,; in all types of strata and soil (including rock) by making the trench, back filling the trench, c able terminations, work complete in all respects including cost of all labour, material, tools etc. as per specification and instruc tion of Site Engineer / Engineer-In-Charge and approved drawings. | Item 40.B.220 | 250 | M |
| 406 | 406 | 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 soil potential readings at all the test lead locations along the pipeline including the CP station parameters like current(AC/DC), volt age(AC/DC),circuit resistance,battery voltage/current etc.,preparing and submitting pipe to soil potential profile, graphs and othe r 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 40.B.230 | 132 | KM |
| 407 | 407 | 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 40.B.240 | 1 | LS |
| 408 | 408 | 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 includ ing the CP station parameters like current(AC/DC), voltage(AC/DC) , circuit resistance etc. , preparing and submitting pipe to so il potential profile, graphs and other data pertaining to the cathodic protection of the station CP system for all the station CP S ystems installed as per respective item, job complete in all respects as per specification and instructions of Site Engineer / Engin eer-in-Charge, including cost of all labour, instruments and services rendered. | Item 40.B.250 | 1 | LS |
| 409 | 409 | C Composite | Item 40.C | ||
| 410 | 410 | 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 40.C.10 | 102 | EA |
| 411 | 411 | Supply, Installation , testing and commisioning of Magnesium anode (minimum 5 Kg each) including its tail cable of size of 1c x 10 s q.mm. XLPE/ PVC insulated stranded copper cable of total length 10 meter including PVC cap, special back-fill material ( filled in c otton sack) with sealing compound complete in all respect including its excavations, back filling etc. as per specifications and dra wings. The work complete in all respect shall include supply of all labour , tools etc. and shall be carried out as per the directio ns of the EIC/ Site Engineer and as per AFC drawings. | Item 40.C.20 | 8 | EA |
| 412 | 412 | 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 40.C.30 | 3 | LS |
| 413 | 413 | 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 40.C.40 | 1 | LS |
| 414 | 414 | 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 40.C.50 | 1 | LS |
| 415 | 415 | 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 40.C.60 | 75 | EA |
| 416 | 416 | 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 40.C.70 | 1 | EA |
| 417 | 417 | 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 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, including MS hard pipe for cable entry through foundation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazing technique), repairing the damage to coat & wrap (with coating repair etc.), back filling the trenches, cleaning the site, applying epoxy paint / powder coating etc. The work also includes supply, installation, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes supply and fixing of a non-corrosive name plate containing the details like KM location, identification, TLP No., direction of flow, connection scheme, type etc., on the side of the TLP box, etc. The name plate shall also include the details of corrosion coupon wherever installed, all as per the direction and specification detailed in the document complete with tools, tackles & other necessary requirement. The work complete in all respects including all materials, tools, tackles, labour as per tender specifications, AFC drawings & directions of the Site Engineer/Engineer-In-Charge. TLP type "A" , Flameproof,Ex-d,IIA/IIB & weather proof as per specifications and drawing (With inbuilt provision of Voltmeter & pushbutton for PSP Measurment) | Item 40.C.80 | 8 | EA |
| 418 | 418 | 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 40.C.90 | 1 | EA |
| 419 | 419 | 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 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, including MS hard pipe for cable entry through foundation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazing technique), repairing the damage to coat & wrap (with coating repair etc.), back filling the trenches, cleaning the site, applying epoxy paint / powder coating etc. The work also includes supply, installation, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes supply and fixing of a non-corrosive name plate containing the details like KM location, identification, TLP No., direction of flow, connection scheme, type etc., on the side of the TLP box, etc. The name plate shall also include the details of corrosion coupon wherever installed, all as per the direction and specification detailed in the document complete with tools, tackles & other necessary requirement. The work complete in all respects including all materials, tools, tackles, labour as per tender specifications, AFC drawings & directions of the Site Engineer/Engineer-In-Charge. TLP type "B", Flameproof,Ex-d,IIA&IIB & weather proof as per specifications and drawing | Item 40.C.100 | 1 | EA |
| 420 | 420 | 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 40.C.110 | 1 | EA |
| 421 | 421 | 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 40.C.120 | 1 | EA |
| 422 | 422 | 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 40.C.130 | 1 | EA |
| 423 | 423 | 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 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, including MS hard pipe for cable entry through foundation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazing technique), repairing the damage to coat & wrap (with coating repair etc.), back filling the trenches, cleaning the site, applying epoxy paint / powder coating etc. The work also includes supply, installation, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes supply and fixing of a non-corrosive name plate containing the details like KM location, identification, TLP No., direction of flow, connection scheme, type etc., on the side of the TLP box, etc. The name plate shall also include the details of corrosion coupon wherever installed, all as per the direction and specification detailed in the document complete with tools, tackles & other necessary requirement. The work complete in all respects including all materials, tools, tackles, labour as per tender specifications, AFC drawings & directions of the Site Engineer/Engineer-In-Charge. Flameproof,Ex-d,IIA&IIB Type DMV (With Ingress Protection IP:55) - with inbuilt provision of Voltmeter and Pushbutton for PSP Measurment. | Item 40.C.140 | 1 | EA |
| 424 | 424 | 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 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, including MS hard pipe for cable entry through foundation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazing technique), repairing the damage to coat & wrap (with coating repair etc.), back filling the trenches, cleaning the site, applying epoxy paint / powder coating etc. The work also includes supply, installation, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes supply and fixing of a non-corrosive name plate containing the details like KM location, identification, TLP No., direction of flow, connection scheme, type etc., on the side of the TLP box, etc. The name plate shall also include the details of corrosion coupon wherever installed, all as per the direction and specification detailed in the document complete with tools, tackles & other necessary requirement. The work complete in all respects including all materials, tools, tackles, labour as per tender specifications, AFC drawings & directions of the Site Engineer/Engineer-In-Charge. Flameproof,Ex-d,IIA&IIB Type E (With Ingress Protection IP:55) - with inbuilt provision of Voltmeter and Pushbutton for PSP Measurment. | Item 40.C.150 | 1 | EA |
| 425 | 425 | 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 | Item 40.C.160 | 1 | EA |
| 426 | 426 | Supply & installation of PSP display meter and converter for data transmission to SCADA system as per the direction and specificati on detailed in the document complete with tools, tackles & other necessary requirement. The work complete in all respects including all materials, tools, tackles, labour as per tender specifications, AFC drawings & directions of the Site Engineer/Engineer-In-Charg e. | Item 40.C.170 | 5 | EA |
| 427 | 427 | Supply and installation of 4-20 mA converter at CP locations as per the direction and specification detailed in the document complet e with tools, tackles & other necessary requirement. The work complete in all respects including all materials, tools, tackles, labo ur as per tender specifications, AFC drawings & directions of the Site Engineer/Engineer-In-Charge. | Item 40.C.180 | 8 | EA |
| 428 | 428 | Group 8-Electrical Works-TCP | Item 00050 | ||
| 429 | 429 | A Service | Item 50.A | ||
| 430 | 430 | 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 50.A.10 | 560 | EA |
| 431 | 431 | Conducting Pearson Survey over the buried line in the right of way including the cost of all competent manpower, transportation and camping facilities etc. to their employees, materials, test instruments, equipments, consumables etc., required for the survey as pe r the standard specifications, identification of areas/locations where coating repair is required alongwith suggestion for remedial measures etc. including the submission of draft reports in 2 sets and incorporation of owner's comments in the draft report and fina l reports in 3 sets including one reproducible containing the survey results complete in all respects | Item 50.A.20 | 132 | KM |
| 432 | 432 | B Composite | Item 50.B | ||
| 433 | 433 | Supply, Installation , testing and commisioning of Magnesium anode (minimum 5 Kg each) including its tail cable of size of 1c x 10 s q.mm. XLPE/ PVC insulated stranded copper cable of total length 10 meter including PVC cap, special back-fill material ( filled in c otton sack) with sealing compound complete in all respect including its excavations, back filling etc. as per specifications and dra wings. The work complete in all respect shall include supply of all labour , tools etc. and shall be carried out as per the directio ns of the EIC/ Site Engineer and as per AFC drawings. | Item 50.B.10 | 146 | EA |
| 434 | 434 | Test Lead Point : Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricated MS Sheet (Thickness : 3 mm top/side/rear/front & 5 mm : Bottom plates) with hinged front door, Heavy Guage MS pipe 100 mm nominal diameter, Phenolic laminated terminal plate, brass terminal bolts, neoprene gasket for front door, vandal proof concealed lock, etc as per latest revision of Standard AFC drawing (9200-99900-404-603-03 : STD-483). The work includes providing requisite concrete foundation of 600 mm x 600 mm x 800 mm at site, including MS hard pipe for cable entry through foundation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazing technique), repairing the damage to coat & wrap (with coating repair etc.), back filling the trenches, cleaning the site, applying epoxy paint / powder coating etc. The work also includes supply, installation, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes supply and fixing of a non-corrosive name plate containing the details like KM location, identification, TLP No., direction of flow, connection scheme, type etc., on the side of the TLP box, etc. The name plate shall also include the details of corrosion coupon wherever installed, all as per the direction and specification detailed in the document complete with tools, tackles & other necessary requirement. The work complete in all respects including all materials, tools, tackles, labour as per tender specifications, AFC drawings & directions of the Site Engineer/Engineer-In-Charge. Type A (with ingress protection IP 55) | Item 50.B.20 | 70 | EA |
| 435 | 435 | Test Lead Point : Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricated MS Sheet (Thickness : 3 mm top/side/rear/front & 5 mm : Bottom plates) with hinged front door, Heavy Guage MS pipe 100 mm nominal diameter, Phenolic laminated terminal plate, brass terminal bolts, neoprene gasket for front door, vandal proof concealed lock, etc as per latest revision of Standard AFC drawing (9200-99900-404-603-03 : STD-483). The work includes providing requisite concrete foundation of 600 mm x 600 mm x 800 mm at site, including MS hard pipe for cable entry through foundation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazing technique), repairing the damage to coat & wrap (with coating repair etc.), back filling the trenches, cleaning the site, applying epoxy paint / powder coating etc. The work also includes supply, installation, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes supply and fixing of a non-corrosive name plate containing the details like KM location, identification, TLP No., direction of flow, connection scheme, type etc., on the side of the TLP box, etc. The name plate shall also include the details of corrosion coupon wherever installed, all as per the direction and specification detailed in the document complete with tools, tackles & other necessary requirement. The work complete in all respects including all materials, tools, tackles, labour as per tender specifications, AFC drawings & directions of the Site Engineer/Engineer-In-Charge. Type B (With Ingress Protection IP:55) | Item 50.B.30 | 70 | EA |
| 436 | 436 | Test Lead Point : Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricated MS Sheet (Thickness : 3 mm top/side/rear/front & 5 mm : Bottom plates) with hinged front door, Heavy Guage MS pipe 100 mm nominal diameter, Phenolic laminated terminal plate, brass terminal bolts, neoprene gasket for front door, vandal proof concealed lock, etc as per latest revision of Standard AFC drawing (9200-99900-404-603-03 : STD-483). The work includes providing requisite concrete foundation of 600 mm x 600 mm x 800 mm at site, including MS hard pipe for cable entry through foundation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazing technique), repairing the damage to coat & wrap (with coating repair etc.), back filling the trenches, cleaning the site, applying epoxy paint / powder coating etc. The work also includes supply, installation, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes supply and fixing of a non-corrosive name plate containing the details like KM location, identification, TLP No., direction of flow, connection scheme, type etc., on the side of the TLP box, etc. The name plate shall also include the details of corrosion coupon wherever installed, all as per the direction and specification detailed in the document complete with tools, tackles & other necessary requirement. The work complete in all respects including all materials, tools, tackles, labour as per tender specifications, AFC drawings & directions of the Site Engineer/Engineer-In-Charge. Type D (With Ingress Protection IP:55) | Item 50.B.40 | 3 | EA |
| 437 | 437 | Test Lead Point : Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricated MS Sheet (Thickness : 3 mm top/side/rear/front & 5 mm : Bottom plates) with hinged front door, Heavy Guage MS pipe 100 mm nominal diameter, Phenolic laminated terminal plate, brass terminal bolts, neoprene gasket for front door, vandal proof concealed lock, etc as per latest revision of Standard AFC drawing (9200-99900-404-603-03 : STD-483). The work includes providing requisite concrete foundation of 600 mm x 600 mm x 800 mm at site, including MS hard pipe for cable entry through foundation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazing technique), repairing the damage to coat & wrap (with coating repair etc.), back filling the trenches, cleaning the site, applying epoxy paint / powder coating etc. The work also includes supply, installation, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes supply and fixing of a non-corrosive name plate containing the details like KM location, identification, TLP No., direction of flow, connection scheme, type etc., on the side of the TLP box, etc. The name plate shall also include the details of corrosion coupon wherever installed, all as per the direction and specification detailed in the document complete with tools, tackles & other necessary requirement. The work complete in all respects including all materials, tools, tackles, labour as per tender specifications, AFC drawings & directions of the Site Engineer/Engineer-In-Charge. Type DAC (With Ingress Protection IP:55) | Item 50.B.50 | 8 | EA |
| 438 | 438 | Test Lead Point : Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricated MS Sheet (Thickness : 3 mm top/side/rear/front & 5 mm : Bottom plates) with hinged front door, Heavy Guage MS pipe 100 mm nominal diameter, Phenolic laminated terminal plate, brass terminal bolts, neoprene gasket for front door, vandal proof concealed lock, etc as per latest revision of Standard AFC drawing (9200-99900-404-603-03 : STD-483). The work includes providing requisite concrete foundation of 600 mm x 600 mm x 800 mm at site, including MS hard pipe for cable entry through foundation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazing technique), repairing the damage to coat & wrap (with coating repair etc.), back filling the trenches, cleaning the site, applying epoxy paint / powder coating etc. The work also includes supply, installation, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes supply and fixing of a non-corrosive name plate containing the details like KM location, identification, TLP No., direction of flow, connection scheme, type etc., on the side of the TLP box, etc. The name plate shall also include the details of corrosion coupon wherever installed, all as per the direction and specification detailed in the document complete with tools, tackles & other necessary requirement. The work complete in all respects including all materials, tools, tackles, labour as per tender specifications, AFC drawings & directions of the Site Engineer/Engineer-In-Charge. Flameproof,Ex-d,IIA&IIB Type E (With Ingress Protection IP:55) - with inbuilt provision of Voltmeter and Pushbutton for PSP Measurment. | Item 50.B.60 | 9 | EA |
| 439 | 439 | Test Lead Point : Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricated MS Sheet (Thickness : 3 mm top/side/rear/front & 5 mm : Bottom plates) with hinged front door, Heavy Guage MS pipe 100 mm nominal diameter, Phenolic laminated terminal plate, brass terminal bolts, neoprene gasket for front door, vandal proof concealed lock, etc as per latest revision of Standard AFC drawing (9200-99900-404-603-03 : STD-483). The work includes providing requisite concrete foundation of 600 mm x 600 mm x 800 mm at site, including MS hard pipe for cable entry through foundation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazing technique), repairing the damage to coat & wrap (with coating repair etc.), back filling the trenches, cleaning the site, applying epoxy paint / powder coating etc. The work also includes supply, installation, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes supply and fixing of a non-corrosive name plate containing the details like KM location, identification, TLP No., direction of flow, connection scheme, type etc., on the side of the TLP box, etc. The name plate shall also include the details of corrosion coupon wherever installed, all as per the direction and specification detailed in the document complete with tools, tackles & other necessary requirement. The work complete in all respects including all materials, tools, tackles, labour as per tender specifications, AFC drawings & directions of the Site Engineer/Engineer-In-Charge. Flameproof,Ex-d,IIA&IIB Type DMV (With Ingress Protection IP:55) - with inbuilt provision of Voltmeter and Pushbutton for PSP Measurment. | Item 50.B.70 | 9 | EA |
| 440 | 440 | 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 | Item 50.B.80 | 34 | EA |
| 441 | 441 | Group 8-Electrical Works-CSW | Item 00060 | ||
| 442 | 442 | A Supply | Item 60.A | ||
| 443 | 443 | SAFETY EQUIPMENT Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge RUBBER HAND GLOVES : Rubber hand gloves suitable for 11/6.6 KV operation with ISI mark. | Item 60.A.10 | 8 | SET |
| 444 | 444 | SAFETY EQUIPMENT Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge Supply and installation of 11/6.6 KV Discharge Rod | Item 60.A.20 | 1 | SET |
| 445 | 445 | SAFETY EQUIPMENT Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2 mm (Class A) | Item 60.A.30 | 70 | EA |
| 446 | 446 | SAFETY EQUIPMENT Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2.5 mm (Class B) | Item 60.A.40 | 2 | EA |
| 447 | 447 | SAFETY EQUIPMENT Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge Supply of fully charged CO2 fire extinguishers as per specifications (4.5 kg capacity as per IS: 2878 latest) | Item 60.A.50 | 12 | EA |
| 448 | 448 | SAFETY EQUIPMENT Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge Supply of fully charged CO2 fire extinguishers as per specifications (2 kg capacity as per IS: 2878 latest) | Item 60.A.60 | 12 | EA |
| 449 | 449 | SAFETY EQUIPMENT Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge Supply of fire buckets mounted on stand | Item 60.A.70 | 12 | EA |
| 450 | 450 | The flameproof (Ex'd) and weatherproof (Minimum IP-65) Distribution Boards (with Spares) made up of Cast Alluminium Alloy LM-6 with 125 A, TPN busbar, 01 no. 100 Ampere, 4 Pole MCCB suitable for termination of cable of size up to 3.5Cx50 sqmm, Aluminium Armoured cable. 01 additional spare entry suitable for 3.5CX50sqmm cable size shall be provided, which shall be plugged with flameproof and w eatherproof entry plug. 09 Nos. 32A, 3 Pole MCBs suitable for termination of 3C x 10 sq.mm., Armoured cable Breaking capacity of MCB shall be 10 kA for 1 Sec and shall be C-curve application suitable for motor duty. It shall be certified fo r application in Zone-I, Gas Group IIA & IIB, Temp class T3 and shall be of approved make as mentioned in the technical specificati ons. 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 cabl e. Cable dimensions shall be provided at drawings approval stage. Supply shall be as per technical specifications of flameproof DB a ttached with supply specifications. | Item 60.A.80 | 1 | EA |
| 451 | 451 | B Service | Item 60.B | ||
| 452 | 452 | Excavation in unpaved areas of earth in work sites for conventional cable trenches for a depth upto 1.5 metres including shoring, strutting etc. (if necessary), backfilling the trench, job complete in all respects, including all labour and materials comple te as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 60.B.10 | 1310 | M3 |
| 453 | 453 | WBM Road/concrete breaking for cable trenches including required shoring strutting etc., and repairing of the road/dyke to origina l condition and disposing off excess materials (within the work site) job complete in all respects including the cost of labou r, tools, materials, load, lift hire charges of equipments, if any, complete as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 60.B.20 | 63 | M3 |
| 454 | 454 | "Cable Laying Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in trays, in protective pipes, poles,columns, in conduits, in panels and on structures etc.;including the supply and installation of all required materials such as fixing clamps ,screws, cable straps, tags etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths as per drawings, specification and directions of Site Engineer / Engineer-in-Charge." Power cables LT : OD upto 20 mm | Item 60.B.30 | 6100 | M |
| 455 | 455 | "Cable Laying Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in trays, in protective pipes, poles,columns, in conduits, in panels and on structures etc.;including the supply and installation of all required materials such as fixing clamps ,screws, cable straps, tags etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths as per drawings, specification and directions of Site Engineer / Engineer-in-Charge." Power cables LT : OD above 20 mm and upto 40 mm | Item 60.B.40 | 6000 | M |
| 456 | 456 | "Cable Laying Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in trays, in protective pipes, poles,columns, in conduits, in panels and on structures etc.;including the supply and installation of all required materials such as fixing clamps ,screws, cable straps, tags etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths as per drawings, specification and directions of Site Engineer / Engineer-in-Charge." Power cables HT | Item 60.B.50 | 200 | M |
| 457 | 457 | "Cable Laying Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in trays, in protective pipes, poles,columns, in conduits, in panels and on structures etc.;including the supply and installation of all required materials such as fixing clamps ,screws, cable straps, tags etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths as per drawings, specification and directions of Site Engineer / Engineer-in-Charge." Control cables (T&I) : OD upto 20 mm | Item 60.B.60 | 4350 | M |
| 458 | 458 | "Cable Laying Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in trays, in protective pipes, poles,columns, in conduits, in panels and on structures etc.;including the supply and installation of all required materials such as fixing clamps ,screws, cable straps, tags etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths as per drawings, specification and directions of Site Engineer / Engineer-in-Charge." Control cables (T&I) : OD above 20 mm and upto 30 mm | Item 60.B.70 | 2980 | M |
| 459 | 459 | Silent LT DG set : Erection, Installation including 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 LT DG set with PLC based AMF panel, fuel tank etc | Item 60.B.80 | 9 | EA |
| 460 | 460 | 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 60.B.90 | 400 | KG |
| 461 | 461 | Installation, testing and commissioning of owner supplied (outdoor type -ONAN cooled) transformer, casting of foundation block, & er ection of transformer over the rail and foundation channels, including transporting , unpacking, rigging,aligning, levelling, grouti ng, assembling, fitting and fixing all accessories/instruments/ relays etc. supplied separately if any,etc., making all the interco nnections & termination of all power (HT / LT) cables, control cables / busbar etc. as per drawings, including earthing/grounding of transformer neutral as per drawing, equipments needed to completely install and commission the transformer Job complete in all res pect including cost of all labour, tools and materials and all services rendered complete, as per the drawings and directions of the Site Engineer / engineer-in-Charge. | Item 60.B.100 | 1 | EA |
| 462 | 462 | "HT SWITCHBOARD (6.6/11 KV): Erection, Installation including 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 60.B.110 | 1 | EA |
| 463 | 463 | Connection and testing of 415 V AC 3 phase / 230 V AC single phase motors (including space heaters/thermistors wherever provided) / AC/DC Actuators including execution of terminal connection of control and power cables, earthing of the motor/actuator/ connecting the thermistor, installing the controller in LT panel, earthing the motor frame, armour etc. as per the drawings, erection manuals, and as per directions of Site Engineer. Job complete in all respects including the cost of supplying and installation of all the required FLP/WP cable glands, reducers, adapeters, end lugs, GI earthing wire / strips, labour, tools, materials, etc., as required in all respects for all types of motors/heaters/thermistors/actuators etc. Capacity upto and including 1 KW | Item 60.B.120 | 1 | EA |
| 464 | 464 | Connection and testing of 415 V AC 3 phase / 230 V AC single phase motors (including space heaters/thermistors wherever provided) / AC/DC Actuators including execution of terminal connection of control and power cables, earthing of the motor/actuator/ connecting the thermistor, installing the controller in LT panel, earthing the motor frame, armour etc. as per the drawings, erection manuals, and as per directions of Site Engineer. Job complete in all respects including the cost of supplying and installation of all the required FLP/WP cable glands, reducers, adapeters, end lugs, GI earthing wire / strips, labour, tools, materials, etc., as required in all respects for all types of motors/heaters/thermistors/actuators etc. Capacity above 1 KW and upto 2.5 KW | Item 60.B.130 | 10 | EA |
| 465 | 465 | Connection and testing of 415 V AC 3 phase / 230 V AC single phase motors (including space heaters/thermistors wherever provided) / AC/DC Actuators including execution of terminal connection of control and power cables, earthing of the motor/actuator/ connecting the thermistor, installing the controller in LT panel, earthing the motor frame, armour etc. as per the drawings, erection manuals, and as per directions of Site Engineer. Job complete in all respects including the cost of supplying and installation of all the required FLP/WP cable glands, reducers, adapeters, end lugs, GI earthing wire / strips, labour, tools, materials, etc., as required in all respects for all types of motors/heaters/thermistors/actuators etc. Capacity above 2.5 KW but upto 7.5 KW | Item 60.B.140 | 1 | EA |
| 466 | 466 | Connection and testing of 415 V AC 3 phase / 230 V AC single phase motors (including space heaters/thermistors wherever provided) / AC/DC Actuators including execution of terminal connection of control and power cables, earthing of the motor/actuator/ connecting the thermistor, installing the controller in LT panel, earthing the motor frame, armour etc. as per the drawings, erection manuals, and as per directions of Site Engineer. Job complete in all respects including the cost of supplying and installation of all the required FLP/WP cable glands, reducers, adapeters, end lugs, GI earthing wire / strips, labour, tools, materials, etc., as required in all respects for all types of motors/heaters/thermistors/actuators etc. Capacity above 7.5 KW but upto 50 KW | Item 60.B.150 | 1 | EA |
| 467 | 467 | "LT Panel: Erection, installation including transportation from owner designated location, testing and commissioning of 415 V, owner supplied power-control- centres, motor control centres, soft starters, APFC panel etc. assembling as required, installation on the already made foundation channels, aligning, levelling, grouting, assembling, making all the inter connections /outgoing/incoming power & control cable/ bus duct connection including making holes for cable entries as required as per drawing, specifications and directions of the Site Engineer/Engineer-in-Charge including cost of all materials, tools labour etc. complete in all respect including termination of all power, control cables, installation of thermistor controller, internal wiring, earthing of LT panels, supply of cable glands etc.complete as per cable schedule, drawings etc. " Weight of unit above 100 kg but upto and including 500 kg | Item 60.B.160 | 4000 | KG |
| 468 | 468 | Erection, Installation,Testing & Commissioning of the Owner supplied high mast tower with the help of suitable tools and plants, wiring of luminaires with all wiring materials like PVC insulated PVC sheathed flexible cable of suitable copper conductor cores of 1.5 sq. mm, lugs, MCB and all labour. Scope of work shall include erection & installation of high mast tower, cable connections, erection & installation of luminaries & aviation lights, lightning finial, all accessories, cables, etc., erection, foundation casting & grouting of owner supplied FLP feeder pillar, end connection termination & laying of Owner supplied cable from feeder pillar to base compartment of high mast complete with all materials and labour as per instruction of Site Engineer/EIC. Earthing works for High Mast tower including construction of earth pits to be operated in relevant separate item. For 30 M Height High Mast Tower | Item 60.B.170 | 1 | EA |
| 469 | 469 | 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 shall 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 and shall be taken up separately. For 30 M Height High Mast Tower | Item 60.B.180 | 1 | EA |
| 470 | 470 | C Composite | Item 60.C | ||
| 471 | 471 | 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 60.C.10 | 1400 | KG |
| 472 | 472 | 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 60.C.20 | 1100 | M3 |
| 473 | 473 | 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 60.C.30 | 2040 | M2 |
| 474 | 474 | 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 60.C.40 | 174 | EA |
| 475 | 475 | 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 60.C.50 | ||
| 476 | 476 | Power cables LT : OD upto 20 mm | Item 60.C.60 | 3 | EA |
| 477 | 477 | Power cables LT : OD above 20 mm and upto 40 mm | Item 60.C.70 | 3 | EA |
| 478 | 478 | "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 make 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 the cable supporting clamps, straps, cable tags connection to the terminals of HT panel, VFDs, Isolators, transformer, DG etc., earthing of armouring, materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge" HT Cable of size upto 3cx240 sq. mm | Item 60.C.80 | 4 | EA |
| 479 | 479 | 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 60.C.90 | 81 | EA |
| 480 | 480 | 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 No. :9200-99900-405-030-00. 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 60.C.100 | 17 | SET |
| 481 | 481 | 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, bac kfilling etc. and construction of chamber; complete including excavation, backfilling and supply of all materials required for mak ing earth pit as per drawings, specifications and directions of the Site Engineer, Including the cost of all labour, tools, materia ls etc. complete in all respects. | Item 60.C.110 | 17 | EA |
| 482 | 482 | 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 60.C.120 | 17 | EA |
| 483 | 483 | "EARTH STRIP / WIRE / ROPE / CABLE Supply, installing and testing of earthing strip/wire/rope/cable for completely making the earthing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engineer-in-charge, including the cost of all labour, tools, materials, etc. complete in all respect. " | Item 60.C.130 | ||
| 484 | 484 | 50 mm X 6 mm G.I. earthing strip | Item 60.C.140 | 1450 | M |
| 485 | 485 | 40 mm X 5 mm G.I. earthing strip | Item 60.C.150 | 90 | M |
| 486 | 486 | 25mm x 3 mm copper flat | Item 60.C.160 | 115 | M |
| 487 | 487 | GI wire (8 SWG) | Item 60.C.170 | 445 | M |
| 488 | 488 | Copper cable as per specifications - 100 Sq.mm | Item 60.C.180 | 115 | M |
| 489 | 489 | Copper cable as per specifications - 10 Sq.mm | Item 60.C.190 | 50 | M |
| 490 | 490 | Supply, erection & installation of cable conduits made up of GI pipes of medium class 'B' subject to owner's approval in trenches (already made), on walls, concrete structure etc., including supply and installation of all the necessary pipe fittings such as bends, sockets, elbows, tees etc., bending, threading, binding, clamping, providings, spacers, plugs, packings, bushings etc., as required Job complete in all respects including the cost of all labour, tools, material etc. and as per specifications and directions of site engineer / Engineer-in-Charge. | Item 60.C.200 | ||
| 491 | 491 | 25 mm | Item 60.C.210 | 66 | M |
| 492 | 492 | 50 mm | Item 60.C.220 | 254 | M |
| 493 | 493 | 100 mm | Item 60.C.230 | 109 | M |
| 494 | 494 | 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 60.C.240 | 1560 | KG |
| 495 | 495 | 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 separate terminal box for incoming cable and a separate terminal box for out going cable (where applicable), apart from separate enclosure for each equipment including control gear etc. in IP 65 cast aluminium LM-6 certified enclosure. | Item 60.C.250 | ||
| 496 | 496 | "FLP & WP JUNCTION BOX Supply, erection, installation, testing and commissioning of flameproof & weather proof junction box for providing cable termination of motor, including connection and termination of earthing wire and conduits etc., including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries complete as per drawings, specifications and direction of the Site Engineer, including the cost of all labour, tools, consumable materials etc., complete in all respect." 4 way junction box with 4 cable entries (4 x 3/4) at bottom & 20 nos. terminals. | Item 60.C.260 | 8 | EA |
| 497 | 497 | Supply, installation, testing & commissioning of Flame proof weather proof ON/OFF Rotary Switch , IP65, LM6, including including sup ply & installation of double compression cable glands & flame proof plugs for sealing all spare entries etc., complete in all respec ts | Item 60.C.270 | 8 | EA |
| 498 | 498 | "FLP/WP SWITCH CUM SOCKET : Supply, erection, installation, testing and commissioning of flameproof /weatherproof switch cum socket /welding receptacle of approved makes to be installed on walls, coloumns, structures, including supply & installation of double compression cable glands & flame 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 etc. 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 60.C.280 | 1 | EA |
| 499 | 499 | Supply and installation of shock treatment chart framed in good quality glass in English / Hindi / Local Language). | Item 60.C.290 | 32 | EA |
| 500 | 500 | Supply and installation of vitreous enamel caution boards suitable for 440 V/11KV/6.6 KV as per IS 255 including fixing on the wal l with all the required hardware etc. complete in English / Hindi/ Local Language. | Item 60.C.300 | 16 | EA |
| 501 | 501 | Supply and installation of approved quality stainless steel name inscription plates including anodising, engraving the inscriptions, providing screws, etc. for equipments viz. motors, motor control centres, switchgears, push button stations etc. as required, provi ding necessary holes tapping etc. and fixing the same complete in all respect as per the direction of Site Engineer/Engineer-in-charge including the cost of all labour, tools etc. | Item 60.C.310 | 19 | EA |
| 502 | 502 | Supply and installation of approved quality plastic name inscription plates including engraving the inscriptions, providing screws, etc. for equipments viz. motors, motor control centres, switchgears, push button stations etc. as required, providing necessary hol es 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 60.C.320 | 19 | EA |
| 503 | 503 | "Point wiring Supplying, installation and testing with 1.5 Sq.mm stranded PVC insulated copper conductor wires for phase & neutral of 650V grade including earthing by providing 1.5 Sq.mm earth insulated continutity wire of copper in PVC conduit (Supply & installation of PVC conduit covered elsewhere in SOR) recessed on wall/ceiling/ false celing including supply & installation of switch boxes,junction boxes, pull boxes, bushes, screws, check nuts, bends, modular switches and sockets . The circuit wiring with 4 Sq.mm PVC copper wire from D.B. to switchboard as required is also in the scope of the contractor." | Item 60.C.330 | ||
| 504 | 504 | 1 light point controlled by 1 switch. | Item 60.C.340 | 40 | EA |
| 505 | 505 | 2 light points controlled by 1 switch | Item 60.C.350 | 32 | EA |
| 506 | 506 | 3 light points controlled by 1 switch | Item 60.C.360 | 8 | EA |
| 507 | 507 | 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 60.C.370 | 24 | EA |
| 508 | 508 | 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 60.C.380 | 56 | EA |
| 509 | 509 | 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 60.C.390 | 32 | EA |
| 510 | 510 | Wiring as in item no. 1 for 250 V single phase and neutral 6 amps modular plug point with PVC insulated 2.5 sq. mm. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 1.5 sq. mm copper conductor earthing insulated contin uity wire, complete with providing and fixing of 5 pin 6A modular socket and 10 A modular switch (1 plug point per circuit) as per s pecifications and drawings. The circuit wiring shall be with 4 sq. mm PVC copper wire from switchboard to 1st plug point for multipl e exhaust fans in one circuit. | Item 60.C.400 | 32 | EA |
| 511 | 511 | "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 60.C.410 | ||
| 512 | 512 | Type III Distribution Board : Double Door EURODB of Havells or equivalent approved make having bus bar 200 A TPN, 1 Incomer 125 A F P MCB Isolator with 125 A FP RCCB (Senstivity 100 mA) alongwith 3 numbers 63 A TPN MCB as per specification | Item 60.C.420 | 8 | EA |
| 513 | 513 | 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 60.C.430 | 8 | EA |
| 514 | 514 | 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 60.C.440 | 1 | EA |
| 515 | 515 | 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 60.C.450 | 8 | EA |
| 516 | 516 | "Decorative Light fittings Supply, installation, connection, earthing and testing of the following fittings,including supply and installation of drop pipes, hooks, fittings, fixtures, nuts,bolts, supports, on walls, outlet box for regulators and all other required materials etc. as per specifications, drawings and directions of the Site Engineer including cost of all labour, tools, materials etc. complete in all respects.Make of the fittings can be the make mentioned in the respective SOR items or equivalent model from the approved make list given in the specifications." | Item 60.C.460 | ||
| 517 | 517 | 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 60.C.470 | 8 | EA |
| 518 | 518 | 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 60.C.480 | 64 | EA |
| 519 | 519 | 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 60.C.490 | 48 | EA |
| 520 | 520 | FLAMEPROOF TUBELIGHT, 2x22Watt, LED, SUITABLE FOR Exd Gas Group II C, as per IS/IEC 60079-2007 | Item 60.C.500 | 16 | EA |
| 521 | 521 | 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 Hood. Blanking Plug: 1 No. x3/4 ET - Ex'd', Brass Nickel Plated. Gasket: Neoprene, Hardware: SS 304, Earthing: External 2 Nos. (M6), Inte rnal 1 No. (M5), Mounting Arrangement: withM.S. Bracket Suitable to Ceiling mounting (With Type 'B' Suspension Bracket / Eye Bolt). Finish: Epoxy Powder Coated Grey Shade 631 of IS-5. | Item 60.C.510 | 32 | EA |
| 522 | 522 | FLAMEPROOF EXHAUST FAN,12, SUITABLE FOR Exd Gas Group II C, as per IS/IEC 60079-2007 | Item 60.C.520 | 8 | EA |
| 523 | 523 | 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 60.C.530 | 48 | EA |
| 524 | 524 | 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 60.C.540 | 16 | EA |
| 525 | 525 | Ceiling fan with electronic regulator & other accessories and fittings etc. of or approved make as per appendix -1 with the followin g sweep size:- 56 Sweep | Item 60.C.550 | 24 | EA |
| 526 | 526 | "Exhaust fan Supply, installation, testing of single phase 230 V, industrial type heavy duty exhaust fan of GEC/Usha/Crompton Greaves or of approved make as per appendix -1 fitted/ provided with louvres, supports etc. including making the required opening on walls, fixing and connecting the wires etc. including earthing the body of the fan, making good the opening on the wall etc. complete as per specifications, drawings and direction of Site Engineer including the cost of all labour, tools, materials etc. complete." | Item 60.C.560 | ||
| 527 | 527 | 18 Sweep | Item 60.C.570 | 16 | EA |
| 528 | 528 | 12 Sweep | Item 60.C.580 | 24 | EA |
| 529 | 529 | "PVC Conduit pipes Supply, installation, fixing in position, PVC conduit pipes, of ISI marked , in concrete, brick work etc. during or after construction by making grooves in the wall, ceiling etc. cutting threads and jointing the pipes with PVC couplers, providing necessary tees, bends, junction boxes etc. with 12 SWG GI wire inside conduit without joint for concealed wiring, including making good the concrete, brick work, surfaces etc. complete as per drawings and direction of Site Engineer / Engineer-in-charge including cost of all labour, materials etc." | Item 60.C.590 | ||
| 530 | 530 | 19 mm | Item 60.C.600 | 400 | M |
| 531 | 531 | 25 mm | Item 60.C.610 | 400 | M |
| 532 | 532 | 32 mm | Item 60.C.620 | 200 | M |
| 533 | 533 | Supply, installation and testing of Lightning arrestor on top of the MOV buiding or MOV CP buiding for diverting lightning surges to the ground. The work shall include supply of 1.2 Meter long copper lightning arrestor with 5 spronged phenyl rod base plate etc. co mplete with necessary insulators including supply and fixing of 50 x 6 mm GI earthing strip of required length and connection to the main earthing grid . | Item 60.C.630 | 16 | EA |
| 534 | 534 | 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 60.C.640 | 8 | EA |
| 535 | 535 | Supplying and laying reinforced cement concrete light duty hume pipe, non pressure type (NP3), centrifugally cast conforming to I.S.458 with 1:3:6 concrete casing at joints as required with necessary slope including excavation, backfilling, supply of collars, jointing of pipes with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement: 2 fine sand), testing of joints, complete in all respects as per specifications, drawing and the direction of the EIC/Site Engineer. 300 mm dia | Item 60.C.650 | 5 | M |
| 536 | 536 | Group 8-Mechanical Works-ML | Item 00070 | ||
| 537 | 537 | A Supply | Item 70.A | ||
| 538 | 538 | Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 12" SWMG ANSI 600# _A.29 | Item 70.A.10 | 2 | EA |
| 539 | 539 | Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 4" SWMG ANSI 600# _A.33 | Item 70.A.20 | 85 | EA |
| 540 | 540 | Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 2" SWMG ANSI 600# _A.35 | Item 70.A.30 | 101 | EA |
| 541 | 541 | Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 1" SWMG ANSI 600# _A.37 | Item 70.A.40 | 5 | EA |
| 542 | 542 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. Fasteners for Flanges 16" x 600# (1.500 Dia. X 11.00 Length ) _B.34 | Item 70.A.50 | 26 | EA |
| 543 | 543 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. Fasteners for Flanges 12" x 600# (1.250 Dia. X 9.75 Length ) _B.38 | Item 70.A.60 | 26 | EA |
| 544 | 544 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. Fasteners for Flanges 4" x 600# ( 0.875 Dia. X 7.75 Length ) - extended stud length for flanges with spectacle blind_B.45 | Item 70.A.70 | 64 | EA |
| 545 | 545 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. Fasteners for Flanges 4" x 600# (0.875 Dia. X 6.50 Length ) _B.46 | Item 70.A.80 | 552 | EA |
| 546 | 546 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. Fasteners for Flanges 2" x 600# ( 0.625 Dia. X 5.75 Length ) - extended stud length for flanges with spectacle blind_B.49 | Item 70.A.90 | 10 | EA |
| 547 | 547 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. Fasteners for Flanges 2" x 600# (0.625 Dia. X 4.75 Length ) _B.50 | Item 70.A.100 | 792 | EA |
| 548 | 548 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. Fasteners for Flanges 1" x 600# (0.625 Dia. X 4.00 Length ) _B.53 | Item 70.A.110 | 20 | EA |
| 549 | 549 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 16", WNRF FLANGE, ANSI - 600# (B 16.5)_C.29 | Item 70.A.120 | 2 | EA |
| 550 | 550 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 4", WNRF FLANGE, ANSI - 600# (B 16.5)_C.35 | Item 70.A.130 | 44 | EA |
| 551 | 551 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 2", WNRF FLANGE, ANSI - 600# (B 16.5)_C.37 | Item 70.A.140 | 68 | EA |
| 552 | 552 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 1", WNRF FLANGE, ANSI - 600# (B 16.5)_C.39 | Item 70.A.150 | 5 | EA |
| 553 | 553 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 16", BLRF FLANGE, ANSI - 600# (B 16.5)_C.79 | Item 70.A.160 | 1 | EA |
| 554 | 554 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 12", BLRF FLANGE, ANSI - 600# (B 16.5)_C.81 | Item 70.A.170 | 1 | EA |
| 555 | 555 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 4", BLRF FLANGE, ANSI - 600# (B 16.5)_C.85 | Item 70.A.180 | 10 | EA |
| 556 | 556 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 2", BLRF FLANGE, ANSI - 600# (B 16.5)_C.87 | Item 70.A.190 | 51 | EA |
| 557 | 557 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 1", BLRF FLANGE, ANSI - 600# (B 16.5)_C.89 | Item 70.A.200 | 5 | EA |
| 558 | 558 | 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): 4" Spectacle Blind 600# F/F A/G - ASTM A350 LF2_D.17 | Item 70.A.210 | 8 | EA |
| 559 | 559 | 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): 2" Spectacle Blind 600# F/F A/G - ASTM A350 LF2_D.18 | Item 70.A.220 | 1 | EA |
| 560 | 560 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 4"x2" 600# Unequal Tee_E.64 | Item 70.A.230 | 32 | EA |
| 561 | 561 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 4" 600# Equal Tee_E.107 | Item 70.A.240 | 9 | EA |
| 562 | 562 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 1" ANSI 600# Equal Tee_E.110 | Item 70.A.250 | 1 | EA |
| 563 | 563 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 4" ANSI 600# 90 deg LR Bends_E.150 | Item 70.A.260 | 45 | EA |
| 564 | 564 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 2" ANSI 600# 90 deg LR Bends_E.152 | Item 70.A.270 | 5 | EA |
| 565 | 565 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 1" ANSI 600# 90 deg LR Bends_E.153 | Item 70.A.280 | 5 | EA |
| 566 | 566 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 1" size 3000# St. NIPPLE_F.1 | Item 70.A.290 | 5 | EA |
| 567 | 567 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 1" 3000# HALF COUPLING _F.2 | Item 70.A.300 | 5 | EA |
| 568 | 568 | Supply of ASTM A106 Gr.B /A333 pipes at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. 4.500" ODx 0.237" WT (Sch.STD) ASTM A 333 Gr 6 bare Pipe _K.2 | Item 70.A.310 | 250 | M |
| 569 | 569 | Supply of ASTM A106 Gr.B /A333 pipes at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. 2.375" ODx 0.218" WT (Sch.XS) ASTM A 333 Gr 6 bare pipe_K.4 | Item 70.A.320 | 130 | M |
| 570 | 570 | Supply of ASTM A106 Gr.B /A333 pipes at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. 1.315" ODx 0.179" WT (Sch.XS) ASTM A 333 Gr 6 Bare pipe_K.5 | Item 70.A.330 | 5 | M |
| 571 | 571 | Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document: 4" x ANSI 600# F/F BS-1873 GLOBE Valve_O.33 | Item 70.A.340 | 17 | EA |
| 572 | 572 | Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document: 2" x ANSI 600# F/F BS-1873 GLOBE Valve_O.34 | Item 70.A.350 | 1 | EA |
| 573 | 573 | Supply and delivery of BS 5351/ISO 17292 Ball valve 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. 1" x 800# Ball valve HOV W/W BS 5351_Y.1 | Item 70.A.360 | 9 | EA |
| 574 | 574 | 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: 2" W/W ANSI 600# A/G, API6D BALL VALVE HOV_Z.3 | Item 70.A.370 | 18 | EA |
| 575 | 575 | 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: 2" F/F ANSI 600# A/G, API6D BALL VALVE HOV_Z.4 | Item 70.A.380 | 49 | EA |
| 576 | 576 | Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 20" SWMG ANSI 600# | Item 70.A.390 | 5 | EA |
| 577 | 577 | Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 18" SWMG ANSI 600# | Item 70.A.400 | 2 | EA |
| 578 | 578 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. Fasteners for Flanges 20" x 600# (1.625 Dia. X 12.50 Length) | Item 70.A.410 | 72 | EA |
| 579 | 579 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. Fasteners for Flanges 20" x 600# (1.625 Dia. X 15.75 Length) extended stud length | Item 70.A.420 | 24 | EA |
| 580 | 580 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 20", WNRF FLANGE, ANSI - 600# (B 16.5) | Item 70.A.430 | 3 | EA |
| 581 | 581 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 20", BLRF FLANGE, ANSI - 600# (B 16.5) | Item 70.A.440 | 1 | EA |
| 582 | 582 | 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): 20" Spectacle Blind 600# F/F A/G - ASTM A105 | Item 70.A.450 | 1 | EA |
| 583 | 583 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 20"x16" x 600# Unequal tee | Item 70.A.460 | 1 | EA |
| 584 | 584 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 20"x4" x 600# Weld-o-let | Item 70.A.470 | 21 | EA |
| 585 | 585 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 20"x2" x 600# Weld-o-let | Item 70.A.480 | 21 | EA |
| 586 | 586 | 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: 4" F/F ANSI 600# A/G, API6D BALL VALVE HOV | Item 70.A.490 | 3 | EA |
| 587 | 587 | 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: 4"x 600 # HOV W/W U/G extended stem, API6D BALL VALVE HOV | Item 70.A.500 | 3 | EA |
| 588 | 588 | B Service | Item 70.B | ||
| 589 | 589 | Insulating Coupling Erection: Taking delivery and transportation of equipments from the designated Centralized warehouse location within the state (Details of warehouse 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 erection levelling, aligning and checking, making welded connections 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. 4" x 600# Insulating Coupling _B12 | Item 70.B.10 | 16 | EA |
| 590 | 590 | Above ground process piping: Taking delivery & transporting of pipes from designated stock pile location /Designated godown both from outside & inside station premises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees ,concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD 4.5" OD x 0.237" WT ASTM A 106 Gr B/A333_D7 | Item 70.B.20 | 197 | M |
| 591 | 591 | Above ground process piping: Taking delivery & transporting of pipes from designated stock pile location /Designated godown both from outside & inside station premises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees ,concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD 2.375" OD x 0.218" WT ASTM A 106 Gr B /A333 _D9 | Item 70.B.30 | 101 | M |
| 592 | 592 | Above ground process piping: Taking delivery & transporting of pipes from designated stock pile location /Designated godown both from outside & inside station premises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees ,concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD 1.315" OD x 0.179" WT ASTM A 106 Gr B /A333_D11 | Item 70.B.40 | 5 | M |
| 593 | 593 | Under ground piping for Process piping (with PU/3LPE Coating): Taking delivery of bare Pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparation, bending, threading, lining up and welding, excavating, trenching in all kind of soil to specific depths as indicated in drawings and installing pipes and all types of pipe fittings like flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, drain funnels, vent pipe and tapping for instrument such as pessure gauges, thermal relief valves, thermowells etc., underground at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc. and applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials,Equipment etc, holiday detection of the coating, cleaning of coated pipes by water flushing after cleaning by compresed air,hydrostatic testing of each section to the specified pressure, draining the water, tie-in, back filling, restoration of site final cleaning up and disposal of water and surpluses, providing all inputs such as labour, materials equipment and consumable necessary to perform the work (other than those specifically undertaken to be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated.Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD Note:- Charges for applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy for exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc shall be paid under separate SOR Item. 4.5" OD x 0.237" WT ASTM A 106 Gr B/A333 -U/G_F8 | Item 70.B.50 | 53 | M |
| 594 | 594 | Under ground piping for Process piping (with PU/3LPE Coating): Taking delivery of bare Pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparation, bending, threading, lining up and welding, excavating, trenching in all kind of soil to specific depths as indicated in drawings and installing pipes and all types of pipe fittings like flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, drain funnels, vent pipe and tapping for instrument such as pessure gauges, thermal relief valves, thermowells etc., underground at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc. and applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials,Equipment etc, holiday detection of the coating, cleaning of coated pipes by water flushing after cleaning by compresed air,hydrostatic testing of each section to the specified pressure, draining the water, tie-in, back filling, restoration of site final cleaning up and disposal of water and surpluses, providing all inputs such as labour, materials equipment and consumable necessary to perform the work (other than those specifically undertaken to be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated.Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD Note:- Charges for applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy for exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc shall be paid under separate SOR Item. 2.375" OD x 0.218" WT ASTM A 106 Gr B/A333 -U/G _F10 | Item 70.B.60 | 29 | M |
| 595 | 595 | Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises / Centralized warehouse (as applicable), transporting the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, 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 all respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. 2" x ANSI 600# HOV F/F API 6D Ball Valve _J62 | Item 70.B.70 | 49 | EA |
| 596 | 596 | Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises / Centralized warehouse (as applicable), transporting the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, 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 all respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. 2" x ANSI 600# HOV W/W API 6D Ball / Ball Valve _J63 | Item 70.B.80 | 20 | EA |
| 597 | 597 | Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises / Centralized warehouse (as applicable), transporting the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, 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 all respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. 1" x ANSI 800# HOV W/W BS 5351 BALL VALVE_J81 | Item 70.B.90 | 11 | EA |
| 598 | 598 | Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises / Centralized warehouse (as applicable), transporting the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, 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 all respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. 4"x ANSI 600# F/F BS-1873/BS EN ISO 15761 GLOBE Valve_J149 | Item 70.B.100 | 17 | EA |
| 599 | 599 | Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises / Centralized warehouse (as applicable), transporting the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, 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 all respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. 2"x ANSI 600# F/F BS-1873 GLOBE Valve_J151 | Item 70.B.110 | 1 | EA |
| 600 | 600 | Radiographic Inspection: Inspection of welding by radiographic method on all types of piping including processing of films and interpreting the results of weld quality and reporting the same to the Site Engineer together with recommendations as to the acceptability or otherwise of the welds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of supply of all pesonnel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all respects as envisaged in the contract documents. Note: i) Payment will be on the basis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document. ii) Radiography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size. iii) For set-on type branch welding, the rate for radiography will be as applicable to the branch pipe size. iv) Repeat radiography of individual welds due to defective films or repair of welds shall be done at contractor's cost. In case where radiography is not possible: v) Verification by utrasonic testing shall be done at contractors cost. vi) Magenetic particle inspection as and where required shall be done at Contractors cost. 4" NB Pipe Joints RT_M9 | Item 70.B.120 | 231 | EA |
| 601 | 601 | Radiographic Inspection: Inspection of welding by radiographic method on all types of piping including processing of films and interpreting the results of weld quality and reporting the same to the Site Engineer together with recommendations as to the acceptability or otherwise of the welds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of supply of all pesonnel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all respects as envisaged in the contract documents. Note: i) Payment will be on the basis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document. ii) Radiography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size. iii) For set-on type branch welding, the rate for radiography will be as applicable to the branch pipe size. iv) Repeat radiography of individual welds due to defective films or repair of welds shall be done at contractor's cost. In case where radiography is not possible: v) Verification by utrasonic testing shall be done at contractors cost. vi) Magenetic particle inspection as and where required shall be done at Contractors cost. 2" NB Pipe Joints RT_M11 | Item 70.B.130 | 132 | EA |
| 602 | 602 | Radiographic Inspection: Inspection of welding by radiographic method on all types of piping including processing of films and interpreting the results of weld quality and reporting the same to the Site Engineer together with recommendations as to the acceptability or otherwise of the welds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of supply of all pesonnel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all respects as envisaged in the contract documents. Note: i) Payment will be on the basis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document. ii) Radiography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size. iii) For set-on type branch welding, the rate for radiography will be as applicable to the branch pipe size. iv) Repeat radiography of individual welds due to defective films or repair of welds shall be done at contractor's cost. In case where radiography is not possible: v) Verification by utrasonic testing shall be done at contractors cost. vi) Magenetic particle inspection as and where required shall be done at Contractors cost. 1" NB Pipe Joints RT_M13 | Item 70.B.140 | 5 | EA |
| 603 | 603 | Insulating Coupling Erection: Taking delivery and transportation of equipments from the designated Centralized warehouse location within the state (Details of warehouse 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 erection levelling, aligning and checking, making welded connections 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 20" Insulating Coupling 600# | Item 70.B.150 | 1 | EA |
| 604 | 604 | Above Ground Equipments Installation: Taking delivery and transportation of equipments from the 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 instruction, specifications and instructions of Site Engineer / EIC. Note: Weight of equipment is indicative only, Payment shall be done based on actual weight of equipment Scrapper Launching cum receiving Barrel 20”x24” 600# | Item 70.B.160 | 1 | EA |
| 605 | 605 | Valves: Taking delivery of valves of all types and pressure rating from the designated Centralized warehouse location within the state (Details of warehouse given in SCC), transporting the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, 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 all respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC API 6D Ball Valve 20"x 600 # MOV W/W U/G | Item 70.B.170 | 1 | EA |
| 606 | 606 | Valves: Taking delivery of valves of all types and pressure rating from the designated Centralized warehouse location within the state (Details of warehouse given in SCC), transporting the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, 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 all respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC API 6D Ball Valve 20"x 600# MOV F/F A/G | Item 70.B.180 | 1 | EA |
| 607 | 607 | Valves: Taking delivery of valves of all types and pressure rating from the designated Centralized warehouse location within the state (Details of warehouse given in SCC), transporting the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, 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 all respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC API 6D Ball Valve 20"x 600# HOV F/F A/G | Item 70.B.190 | 1 | EA |
| 608 | 608 | Valves: Taking delivery of valves of all types and pressure rating from the designated Centralized warehouse location within the state (Details of warehouse given in SCC), transporting the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, 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 all respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC API 6D Ball Valve 18"x 600# MOV W/W U/G | Item 70.B.200 | 8 | EA |
| 609 | 609 | Valves: Taking delivery of valves of all types and pressure rating from the designated Centralized warehouse location within the state (Details of warehouse given in SCC), transporting the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, 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 all respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC API 6D Ball Valve 4"x 600 # HOV W/W U/G extended stem | Item 70.B.210 | 18 | EA |
| 610 | 610 | Valves: Taking delivery of valves of all types and pressure rating from the designated Centralized warehouse location within the state (Details of warehouse given in SCC), transporting the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, 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 all respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. 4" x ANSI 600# HOV F/F A/G API 6D Ball Valve | Item 70.B.220 | 25 | EA |
| 611 | 611 | C Composite | Item 70.C | ||
| 612 | 612 | Supply and Erection of Structural Steel: Supplying at site, steel structural items such as steel plates, bars, MS gratings, chequere d plates, angles, beams channels, commercial quality heavy pipes, C.I. Rollers, bolts & nuts, washers, grouting bolts, padding plate s etc., fabrication and erection of saddle supports and other type of supports for pipes manifolds and valves, fabrication and erect ion of platforms walkways, stairways etc., sand blast/ power brush cleaning, priming and painting the finished structures including supply of all other inputs such as labour, materials, consumable etc. necessary to perform and complete the work in all respect, in accordance with drawings, specifications and instructions of the Site Engineer / EIC. | Item 70.C.10 | 9 | TO |
| 613 | 613 | Painting: Zinc Ethyl Slicate Primer_Cleaning exposed steel surfaces of piping, equipment and valves etc. by sand blasting or with po wer 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. an d completing the job in all respects as per specification and instructions of the Site Engineer / EIC. | Item 70.C.20 | 175 | SQM |
| 614 | 614 | Painting: High Build EPOXY MIO_Cleaning exposed steel surfaces of piping, equipment and valves etc. by sand blasting or with power w ire 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 com pleting the job in all respects as per specification and instructions of the Site Engineer / EIC. | Item 70.C.30 | 175 | SQM |
| 615 | 615 | Painting: Isocynate Aliphatic Poly Urethene(PU)_Cleaning exposed steel surfaces of piping, equipment and valves etc. by sand blastin g or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc. priming with one co at of primer and painting the surfaces with two coats as per specification, with approved materials, paints, brushes, labour, equip ment etc. and completing the job in all respects as per specification and instructions of the Site Engineer / EIC. | Item 70.C.40 | 175 | SQM |
| 616 | 616 | PU /liquid epoxy Coating of under ground piping: Cleaning exposed steel surfaces of piping, equipment and valves etc. by sand blasti ng 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% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials, labour, eq uipment etc. and completing the job in all respects as per specification and instructions of the Site Engineer / EIC. | Item 70.C.50 | 57 | M2 |
| 617 | 617 | Copper Strips/ Flats for Jumpers for Flanged Joits of the Product Process Piping: Up to 30 mm wide x 3 mm thick Copper strip_H1 | Item 70.C.60 | 96 | EA |
| 618 | 618 | Copper Strips/ Flats for Jumpers for Flanged Joits of the Product Process Piping: 30 - 50 mm wide x 3 mm thick Copper strip_H2 | Item 70.C.70 | 10 | EA |
| 619 | 619 | Group 8-T&I Works-ITC | Item 00080 | ||
| 620 | 620 | A Telecommunication Works | Item 80.A | ||
| 621 | 621 | I Supply | Item 80.A.A | ||
| 622 | 622 | Supply of OFC Jointing kits as per tender specifications. | Item 80.A.A.10 | 64 | EA |
| 623 | 623 | Supply of full range (upto 8 feet) RF iD Disk type Electronic Markers as per tender specifications | Item 80.A.A.20 | 64 | EA |
| 624 | 624 | Supply of pre-fabricated printed KM markers for OFC & HDPE as per tender specifications | Item 80.A.A.30 | 145 | EA |
| 625 | 625 | Supply of Joint pit markers for OFC joint locations as per tender specifications | Item 80.A.A.40 | 64 | EA |
| 626 | 626 | Supply of pre-fabricated RCC (1:1.5:3) Joint Box with lid as per tender specifications | Item 80.A.A.50 | 64 | EA |
| 627 | 627 | Supply of Transition pits for building entry points as per tender specifications | Item 80.A.A.60 | 9 | EA |
| 628 | 628 | Telephone & LAN works | Item 80.A.A.70 | ||
| 629 | 629 | 5 Pair Armoured PIJF Underground Telephone Cable as per specifications | Item 80.A.A.80 | 450 | M |
| 630 | 630 | Wall mounted telephone socket outlet with 2 port telephone jack face plate (white/ cream colour) including RJ11 I/O. The item includes modular plate & switch box/ gang box for fixing the face plate. | Item 80.A.A.90 | 18 | SET |
| 631 | 631 | II Service | Item 80.A.B | ||
| 632 | 632 | Laying of HDPE pipe(excluding blowing of OFC) in mainline pipe trench/ independent 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 straps for strapping the HDPE duct with mainline pipe for anti buoyancy, installation of HDPE duct accessories such as plastic couplers, end caps, end plugs, cable sealing plugs, supply and installation of warning tape, consumable guide rods, HDPE jointing, inspection of HDPE joints, testing the installed HDPE duct by blowing "mandrel" with compressed air, pressure testing the HDPE pipe after laying as per procedure and performing all work as per drawings, specifications and instruction of the Engineer-in-charge/ Site Engineer and provisions of the contract document for making the duct ready in all respect for OFC blowing. The job includes transportation, loading and unloading of HDPE ducts in nominal length of 1000 meters and duct accessories such as couplers, end caps, end sealing plugs etc. to various sites along the entire ROW / HDD crossing locations as per specifications and directions of Engineer-in-charge/ Site Engineer | Item 80.A.B.10 | 145 | KM |
| 633 | 633 | Transportation (loading and unloading) of Owner supplied unarmoured Optical fibre cable (OFC) to various sites along Right of Way (ROW), 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 installation testing of OFC for each fibre for each drum laid & taking OTDR traces, submission of OTDR traces (in hard as well as soft copy) to Engineer-in-charge/ Site Engineer as per the scope, specifications and directions of Engineer-in-charge/ Site Engineer. | Item 80.A.B.20 | 145 | KM |
| 634 | 634 | Installation of OFC jointing kits as per drawings, specifications and directions of Engineer-in-charge/ Site Engineer | Item 80.A.B.30 | 64 | EA |
| 635 | 635 | Installation of RF iD type Electronic Markers as per tender specifications. The job includes configuration & programming of the Electronic markers to write information data as per directions of Engineer-in-charge/ Site Engineer. | Item 80.A.B.40 | 64 | EA |
| 636 | 636 | Installation of pre-fabricated printed KM markers for OFC & HDPE as per tender specifications, drawings and directions of Engineer-in-charge/ Site Engineer | Item 80.A.B.50 | 145 | EA |
| 637 | 637 | Installation of OFC Joint pit markers at every joint location as per specifications, drawings and directions of Engineer-in-charge/ Site Engineer | Item 80.A.B.60 | 64 | EA |
| 638 | 638 | Installation of pre-fabricated RCC (1:1.5:3) Joint Box with lid as per tender specifications, drawings and directions of Engineer-in-charge/ Site Engineer. | Item 80.A.B.70 | 64 | EA |
| 639 | 639 | Installation of Transition Pits at building entry points as per tender specifications, drawings and directions of Engineer-in-charge/ Site Engineer | Item 80.A.B.80 | 9 | EA |
| 640 | 640 | III Composite | Item 80.A.C | ||
| 641 | 641 | Supply, erection and installation of GI Pipe of 100 mm nominal bore medium Class B as per IS1239 subject to owner's approval including the supply & installation of all necessary pipe fittings such as bends, sockets, elbows, tees etc. bending, threading, clamping, plugs, packings, bushing etc. as required for sub ducting HDPE duct as per directions of Engineer-in-charge/ Site Engineer including cost of all labour, tools, materials complete in all respects. | Item 80.A.C.10 | 45 | M |
| 642 | 642 | Laying of HDPE conduit and blowing of OFC cable inside the SV/MOV premises along the boundary wall, line item includes supply & installation 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 building as per attached drawing no. STD-793-00. The line item includes all sevices required for blowing of OFC cable iin HDPE conduit inside the MOV/SV loctaion as per STD - 793 drawing. | Item 80.A.C.20 | 1800 | M |
| 643 | 643 | Group 8-T&I Works-Non-ITC | Item 00090 | ||
| 644 | 644 | A Telecommunication Works | Item 90.A | ||
| 645 | 645 | I Supply | Item 90.A.A | ||
| 646 | 646 | Supply of permanently-lubricated HDPE pipe of 40 mm OD (as per TEC GR) with minimum pressure rating of 6 Kg/cm2 and wall thickness of 3.5 mm, along with duct accessories such as couplers, end caps, end sealing plugs, warning tape etc. as per specifications. | Item 90.A.A.10 | 145 | KM |
| 647 | 647 | 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.A.20 | 2390 | M |
| 648 | 648 | B Instrumentation Works | Item 90.B | ||
| 649 | 649 | I Supply | Item 90.B.A | ||
| 650 | 650 | SUPPLY OF INSTRUMENTATION | Item 90.B.A.10 | ||
| 651 | 651 | Supply of Pressure Indicators (PI) of different ranges as per the technical specifications attached in the Tender. | Item 90.B.A.20 | ||
| 652 | 652 | Supply of Pressure Indicators (PI) of the range 0 - 100 kg/cm2 as per the technical specifications attached in the Tender. (Spare-1) | Item 90.B.A.30 | 1 | EA |
| 653 | 653 | Supply of Pressure Indicators (PI) of the range 0 - 200 kg/cm2 as per the technical specifications attached in the Tender. (IPS Indore-3, Spare-1) | Item 90.B.A.40 | 4 | EA |
| 654 | 654 | Supply of flame proof and weather proof fittings including EP/WP certificates as per the technical specifications attached. | Item 90.B.A.50 | ||
| 655 | 655 | Supply of cable glands - flame proof and weather proof including EP/WP certificates. Glands suitable for 40 C X 1.5sqmm cables. (IPS Indore-2, 9 SV Locations-18) | Item 90.B.A.60 | 20 | EA |
| 656 | 656 | Supply of cable glands - flame proof and weather proof including EP/WP certificates. Glands suitable for 12 C X 1.5sqmm cables. (IPS Indore-2, 9 SV Locations-18) | Item 90.B.A.70 | 20 | EA |
| 657 | 657 | Supply of cable glands - flame proof and weather proof including EP/WP certificates. Glands suitable for 4 C X 1.5 sqmm cables. (IPS Indore-2, 9 SV Locations-18) | Item 90.B.A.80 | 20 | EA |
| 658 | 658 | Supply of Plugs - flame proof and weather proof including EP/WP certificates. Plugs 5/4" (IPS Indore-2, 9 SV Locations-18) | Item 90.B.A.90 | 20 | EA |
| 659 | 659 | Supply of Plugs - flame proof and weather proof including EP/WP certificates. Plugs 1" (IPS Indore-2, 9 SV Locations-18) | Item 90.B.A.100 | 20 | EA |
| 660 | 660 | Supply of Plugs - flame proof and weather proof including EP/WP certificates. Plugs 1/2" (IPS Indore-2, 9 SV Locations-18) | Item 90.B.A.110 | 20 | EA |
| 661 | 661 | Supply of Reducers- flame proof and weather proof including EP/WP certificates. Reducers 1" to 1/2" (IPS Indore-2, 9 SV Locations-18) | Item 90.B.A.120 | 20 | EA |
| 662 | 662 | Supply of Reducers- flame proof and weather proof including EP/WP certificates.. Reducers 1" to 3/4" (IPS Indore-2, 9 SV Locations-18) | Item 90.B.A.130 | 20 | EA |
| 663 | 663 | INSTRUMENT FITTINGS | Item 90.B.A.140 | ||
| 664 | 664 | Supply of Bushing 1" Butt Welded x 1/2" FNPT, Material: Carbon Steel, Manufacturing Process: Forged, Material Specification: A105, End Finish: Threaded, conform to ANSI 16.11 (IPS Indore-8, Spare-6, 9 SV Locations-18) | Item 90.B.A.150 | 32 | EA |
| 665 | 665 | Supply and placing in position 5 mm thick steel checkered plates over cable ducts / trench etc including keeping provision of holes for lifting arrangement as per drawing complete in all respect inclusive of cost of all labour, material, carriage etc as per specification & the direction of the engineer in-charge/site engineer | Item 90.B.A.160 | ||
| 666 | 666 | Supply and placing in position 5 mm thick steel checkered plates over cable ducts / trench etc including keeping provision of holes for lifting arrangement as per drawing complete in all respect inclusive of cost of all labour, material, carriage etc as per specification & the direction of the engineer in-charge/site engineer (9 SV Locations-9 Sq.M) | Item 90.B.A.170 | 9 | M2 |
| 667 | 667 | SCRAPPER DETECTOR | Item 90.B.A.180 | ||
| 668 | 668 | Scrapper Detector Switch (20" 600#), Type: Vane, Body Material: Stainless steel, End connection: Flanged, Switch action: DPDT, Voltage:24 VDC, Current: 1A complete as per tender specifications. (IPS Indore-1) | Item 90.B.A.190 | 1 | EA |
| 669 | 669 | Jacking Bracket for 600# Scrapper Detectors complete as per tender specifications. (IPS Indore-1) | Item 90.B.A.200 | 1 | EA |
| 670 | 670 | II Service | Item 90.B.B | ||
| 671 | 671 | Installation, testing and commissioning of Pressure Indicator (PI) of various ratings as per directions of Engineer in-charge/ Site engineer and Drawings (IPS Indore-2) | Item 90.B.B.10 | 2 | EA |
| 672 | 672 | As built documentation for all stations covering a) Control /signalling cable layout drawings, b) Cable trench details, c) Cable marker details, d) Earth grid layout, e) Field instrument termination details, f) Cable schedule, g) Junction box wiring details, h) Earth resistivity measurement data, i) Field panel termination details, j) Calibration data of all instruments tested as per scope, k) OTDR Traces of the laid OFC. (IPS Indore-1, 9 SV Locations-9) | Item 90.B.B.20 | 10 | SET |
| 673 | 673 | III Composite | Item 90.B.C | ||
| 674 | 674 | Taking delivery, shifting within a road distance of 500 meters and installation & testing of the following instruments (pressure Gauge, Pressure Switch, Pressure Transmitter, flow meters, density meters etc. of various ratings by fabrication and installing all the required pipe fittings with pressure pipes, valves, plugs, tees, nipples, junction box, cables, supply and erection of all other required materials such as the supporting structure clamps, cannopy, screws, nuts, bolts, aluminium sheets, GI wire, steel plats, cement concrete etc. complete in all respects including supply of suitable size non flame proof cable gland at control panel end and terminating the already laid cables at field, junction box and control panel end, mounting the junction boxes as per the Drawings, specifications and directions of the engineer in-charge/site engineer including cost of all labour, materials, consumables, tools, tackles and services rendered etc. All the instruments shall have to be properly connected to the earth pit through GI wires. The works shall include labelling, tagging using SS plates, glanding and ferruling at both field and panel side. Installation to be done as per OEMs recommendations, vendor drawings and other approved drawings. The scope shall include providing assistance in testing and commissioning of the instruments along with loop checking and providing assistance to control system vendor | Item 90.B.C.10 | ||
| 675 | 675 | INSTALLATION OF PI+PS/PT: Installation, assistance in testing and commissioning of Pressure gauges and Pressure switches (PI+PS) / Pressure Gauge and Pressure Transmitter (PI+PT) of various ratings as per the directions of Engineer-in-charge/ Site engineer and drawings. (IPS Indore-1) | Item 90.B.C.20 | 1 | EA |
| 676 | 676 | INSTALLATION OF PT / PS: Installation, assistance in testing and commissioning of Pressure Transmitter (PT) / Pressure Switch (PS) of various ratings as per the directions of Engineer in-charge/ Site engineer and drawings. (IPS Indore-3, 9 SV Locations-18) | Item 90.B.C.30 | 21 | EA |
| 677 | 677 | INSTALLATION OF SURFACE MOUNTED TEMPERATURE TRANSMITTER: Installation and assistance in testing & commissioning of temperature elements/temperature transmitter(TT) by welding the weld pad on the surface of the pipe, silicon paste etc as per the directions of engineer in-charge/site engineer and drawings. (IPS Indore-1, 9 SV Locations-9) | Item 90.B.C.40 | 10 | EA |
| 678 | 678 | INSTALLATION OF SCRAPPER DETECTOR: Installation, assistance in testing and commissioning of Scrapper Detector of various ratings as per OEM recommendations, vendor drawings, directions of engineer in-charge/site engineer and other approved drawings. (IPS Indore-1) | Item 90.B.C.50 | 1 | EA |
| 679 | 679 | Installation of explosion proof/flame proof junction boxes, non-flame proof junction box for marshalling of control cables, terminating the cables at field and control panel end, mounting the junction boxes, connecting to earthing grid by supplying and installing all the required materials such as supporting structure, cement concrete, painting, GI wire etc. (excluding supply of the Junction Boxes) in all respects complete as per specifications, drawings and direction of site Engineer including supply of suitable size non-flame proof cable glands at Control Panel end and the cost of labour, tools, materials, glanding, ferruling etc. complete in all respects. (IPS Indore-4, 9 SV Locations-18) | Item 90.B.C.60 | 22 | EA |
| 680 | 680 | Carrying out the instrumentation and control system jobs on the already erected actuator assembly of motor operated valves (MOVs) & Remote Operated Valves (ROVs) by making the instrument air connection (in ROVs) & necessary cable connection at field and control panel end (excluding the supply of cables) calibrating the control components, adjusting the limit switches, testing the whole assembly as per drawings specifications and direction of the engineer in-charge/site engineer co mplete in all respect, including supply of suitable size non-flame-proof cable glands, ferruls, drilling/cutting of plate for fixing glands at Control Panel end and the cost of all labour, tools, glanding, ferruling, consumables etc. (IPS Indore-6, 9 SV Locations-9) | Item 90.B.C.70 | 15 | EA |
| 681 | 681 | INSTALLATION OF CONTROL PANEL/ CONSOLE DESK/ UPS/ RIO/ RTU/ PLC/ ACDB: Taking delivery, shifting the panels to installation site and erection, installation, testing of Control panels/ RTU panel, 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, control desk etc. installation on already made foundations or fixing on walls, or steel structure or fixtures aligning, levelling, grouting, inter-wiring outgoing, incoming cable terminations as required, earthing, testing, complete in all respects as per drawings, 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 respects.The indicated quantity is cumulative weight of panels. (9 SV Locations-4500 KG) | Item 90.B.C.80 | 4500 | KG |
| 682 | 682 | STEEL STRUCTURAL WORKS: Supply, fabrication, erection and installation of steel/GI structural works of any type and shape such as cable racks, trays, push button, control posts, ladders, lugs, chain link, fencing, angles, joints, channels, plates, flats, bars etc as required as per specifications, drawings, directions of site engineer/engineer in-charge, inlcuding cost of all labour, materials, tools, consumables etc complete in all respects. Job is inclusive of taking delivery from owner's go down and shifting to site wherever required.. (IPS Indore-50 KG, 9 SV Locations-180 KG) | Item 90.B.C.90 | 230 | KG |
| 683 | 683 | MAGNETIC PROXIMITY SWITCH: Supply & installation of Magnetic Proximity switch with suitable junction box for termination of leads/ cable for extending contact to control system for unauthorised entry of building / MOV fencing. (9 SV Locations-18) | Item 90.B.C.100 | 18 | EA |
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