Indian Oil Corporation Limited-IOCL has published Tender For Balance Jobs Under Conversion Of Existing Not Commissioned. Submission Date for this Tender is 27-05-2024. Civil Work Tenders in Noida Uttar Pradesh. Bidders can get complete Tender details and download the document.
| FileName | File Description | File Size |
| c136a773-fb02-4db7-9b41-653fde24f4a3.html | Tender Notice | 0 KB |
| Annexures.rar | Tender Document | 0 KB |
| Bidders_help_Document_for_1.pdf | Tender Document | 0 KB |
| BOQ_187066.xls | Tender Document | 0 KB |
| CommercialAnnexure.rar | Tender Document | 0 KB |
| Drawings.part1.rar | Tender Document | 0 KB |
| Drawings.part2.rar | Tender Document | 0 KB |
| FAQs-IOCL-Online-EMD.pdf | Tender Document | 0 KB |
| Special_Instructions_to_t_2.pdf | Tender Document | 0 KB |
| Specifications.part01.rar | Tender Document | 0 KB |
| Specifications.part02.rar | Tender Document | 0 KB |
| Specifications.part03.rar | Tender Document | 0 KB |
| Specifications.part04.rar | Tender Document | 0 KB |
| Specifications.part05.rar | Tender Document | 0 KB |
| Specifications.part06.rar | Tender Document | 0 KB |
| Specifications.part07.rar | Tender Document | 0 KB |
| Specifications.part08.rar | Tender Document | 0 KB |
| Specifications.part09.rar | Tender Document | 0 KB |
| Specifications.part10.rar | Tender Document | 0 KB |
| tender-24015r2.pdf | Tender Document | 0 KB |
| Tender-Acceptance-Format.pdf | Tender Document | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | GST % for the tender Please select the rate of GST in cell AY13. Rate selected shall be applicable for the entire BoQ. |
| 2 | CSW - Mechanical |
| 3 | 1 CSW-Mechanical-Supply |
| 4 | Supply and delivery of Steel Fasteners (Stud Bolts and 2 Nuts with Metallic Washers) at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. |
| 5 | 150# |
| 6 | Fasteners forFlanges 4" x 150# (0.625" Dia. X 4.00" Length) |
| 7 | Fasteners forFlanges 2" x 150# (0.625" Dia. X 3.75" Length) |
| 8 | Fasteners forFlanges 1" x 150# (0.500" Dia. X 3.00" Length) |
| 9 | 600# |
| 10 | Fasteners for Flanges 8" x 600#(1.125" Dia. X 9.75" Length) - Extended stud length for flanges with spectacle blind |
| 11 | Fasteners for Flanges 8" x 600#(1.125" Dia. X 8.25" Length) |
| 12 | Fasteners for Flanges 6" x 600#(1.0" Dia. X 9.0" Length)- Extended stud length for flanges with spectacle blind |
| 13 | Fasteners for Flanges 6" x 600#(1.0" Dia. X 7.5" Length) |
| 14 | Fasteners for Flanges 4" x 600#(0.875" Dia. X 7.75" Length) - Extended stud length for flanges with spectacle blind |
| 15 | Fasteners for Flanges 4" x 600#(0.875" Dia. X 6.50" Length) |
| 16 | Fasteners for Flanges 3" x 600#( 0.75" Dia. X 6.50" Length ) - Extended stud length for flanges with spectacle blind |
| 17 | Fasteners for Flanges 3" x 600#( 0.75" Dia. X 5.50" Length ) |
| 18 | Fasteners for Flanges 2" x 600#(0.625" Dia. X 5.75" Length) - Extended stud length for flanges with spectacle blind |
| 19 | Fasteners for Flanges 2" x 600#(0.625" Dia. X 4.75" Length) |
| 20 | Fasteners for Flanges 1" x 600#(0.625" Dia. X 5.0" Length) - Extended stud length for flanges with spectacle blind |
| 21 | Fasteners for Flanges 1" x 600#(0.625" Dia. X 4.0" Length ) |
| 22 | Fasteners for Flanges 3/4" x 600#(0.625" Dia. X 4.0" Length) |
| 23 | Supply and delivery of Valvesfor 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. |
| 24 | API 6D BALL VALVE |
| 25 | 2" F/F ANSI 600# A/G, API 6D BALL VALVE-ASTM A350 LF2/ASTM A352 LCC |
| 26 | BS 5351 / ISO 17292 Ball valve |
| 27 | 1" W/W ANSI800# A/G, BALL VALVE- BS5351/ISO17292-ASTM A350 LF2/ASTM A352 LCC |
| 28 | 3/4" W/W ANSI800# A/G, BALL VALVE-BS5351/ISO17292-ASTM A350 LF2/ ASTM A352 LCC |
| 29 | BS 1873 / API 623 / ISO 15761 Globe Valve |
| 30 | 600# |
| 31 | 4",600#,F/F, A/G-ASTM A350 LF2/ASTM A352 LCC |
| 32 | 2",600#,F/F, A/G-ASTM A350 LF2/ASTM A352 LCC |
| 33 | Pressure Safety Valve |
| 34 | 1"x2"x600# x150# PSV -ASTM A350 LF2/ASTM A352 LCC |
| 35 | Supply of API 5L/ ASTM A333 Gr.6 pipes at respective stations as per Station wise Break up of material supplyand as per technical specifications from approved vendors specified in tender document. |
| 36 | 8.625" OD x Sch.80ASTM A 333 Gr. 6 PIPE |
| 37 | 6.625" OD x Sch.80ASTM A 333 Gr. 6 PIPE |
| 38 | 4.50" OD x Sch.80 ASTM A 333 Gr. 6 PIPE |
| 39 | 3.5" OD x Sch.160ASTM A 333 Gr. 6 PIPE |
| 40 | 1.315" OD x Sch.160 ASTM A 333 Gr. 6 PIPE |
| 41 | 1.050" OD x Sch.160 ASTM A 333 Gr. 6 PIPE |
| 42 | FIRE FIGHTING EQUIPMENT: Supply and delivery of Fire Fighting Equipment at respective stations as per Station wise Break up of material supply and as per technical specifications indicated in tender documents. |
| 43 | 9 kgDCP Extinguisher- IS 15683 Marked |
| 44 | 4.5 kg CO2 Extinguisher- IS 15683 Marked |
| 45 | 2 kgCO2 Extinguisher- IS 15683 Marked |
| 46 | 2 kg clean agent extinguishers IS 15683 Marked |
| 47 | Sand drum with scoop |
| 48 | Pair of Rubber hand gloves for Electrical work bearing IS mark |
| 49 | First Aid Box with Snake serum |
| 50 | Fire Bucket |
| 51 | Safety Helmet |
| 52 | Stretcher with blanket |
| 53 | Explosimeter |
| 54 | Portable oxygen LEL meter |
| 55 | Resuscitator |
| 56 | Hand Operated siren |
| 57 | Wind socks |
| 58 | Red & Green flag (Pairs) 2 nos in each colour |
| 59 | Extinguisher box for 9 kg DCP Extinguishers |
| 60 | Dry Chemical Powder siliconized potassium bicarbonate type IS marked, pack of 10 KG |
| 61 | CO2 cartridge - 200 gm capacity for 9 kg capacity DCP extinguisher |
| 62 | Water gel blanket |
| 63 | Positive Pressure type self containing Breathing Apparatus |
| 64 | Fire Proximity suit |
| 65 | PCV suit |
| 66 | Ear plug |
| 67 | Ear muff |
| 68 | Loud hailer/ megaphone |
| 69 | Safety Torch |
| 70 | Cotton hand gloves |
| 71 | Low temperature rubber hand gloves |
| 72 | Corrosion Coupon: Supply of TOR Fitting Complete W/ Plug & Cap and Full bore Threaded Ball Valve |
| 73 | TOR fitting complete with Caps, Plugs, O-Rings, Nipple & 2" 600# full bore threaded ball valve |
| 74 | RETRACTABLE CORROSION COUPON HOLDER, 8" |
| 75 | 2 CSW-Mechanical-Services |
| 76 | Above Ground Equipment Installation: Taking delivery of equipment from designated stores/stockyard,shifting / transporting to station premises, placing on pre-constructed foundations, assembling together all sub-assemblies, levelling, alignment, grouting, cleaning and flushing by water/ nitrogen as applicable, draining, checking, testing with Nitrogen, dressing and making good of the foundation and completing the work in allrespects in accordance with the relevant drawings, manufacturer"s installation instructions, specifications and instructions of Site Engineer / EIC |
| 77 | SCRAPER BARREL |
| 78 | 8"X12" x 600# Scrapper Launching Barrel |
| 79 | 8"X12" x 600# Scrapper Receiving Barrel |
| 80 | INSULATING COUPLING |
| 81 | 8" x 600# Insulating Coupling |
| 82 | 4" x 600# Insulating Coupling |
| 83 | FLOW TEE |
| 84 | 8" x 600# Flow tee (Equal) - A/G |
| 85 | 8" x 4" x 600# Flow tee (Unequal) - U/G |
| 86 | Above Ground Skid Installation: Assembling together all sub-assemblies, levelling, alignment, grouting, cleaning and flushing by water/ nitrogen as applicable, draining, checking, testing with Nitrogen, dressing and making good of the foundation, including assistance during Site Acceptance Test of Skids along with Skid Vendor and completing the work in allrespects in accordance with the relevant drawings, manufacturer"s installation instructions, specifications and instructions of Site Engineer / EIC |
| 87 | FILTRATION SKID |
| 88 | Filtration Skid |
| 89 | METERING SKID |
| 90 | Check Metering Skid |
| 91 | PRESSURE REDUCTION SKID |
| 92 | PRS |
| 93 | Above ground piping: Taking delivery of pipes, pipe fittings, steel flanges, spiral wound metallicgaskets & fasteners from designated location within station premises/ stockyard/ store, transporting the same to site, fabrication and erection of above ground piping including cutting,edge preparation, bending, threading, lining up, welding and 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 abovegroundatallelevations connectingwith equipment nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, cleaning by card board blasting, hydrostatic testing of each section by water to the specified pressure and carrying out low pressure pneumatic testing at specified pressure, draining the water and drying the piping with nitrogen, draining the water, tie-in, final cleaning-up and disposal of wastes and surpluses including providing all inputs such as labour, material, equipment 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 |
| 94 | FOR PROCESS PIPING |
| 95 | 8.625" OD x Sch.80 ASTM A333 GR.6 /0.312" API 5L X52 |
| 96 | 6.625" OD x Sch.80 ASTM A333 GR.6 /0.312" API 5L X 52 |
| 97 | 4.5" OD x Sch.80 ASTM A333 GR.6 |
| 98 | 3.5" OD x Sch.160 ASTM A333 GR.6 |
| 99 | 2.375" OD x Sch.160 ASTM A333 GR.6 |
| 100 | 1.315" OD x Sch.160 ASTM A333 GR.6 |
| 101 | 1.050" OD x Sch.160 ASTM A333 GR.6 |
| 102 | Under ground piping:(Process Piping) Taking delivery of pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises/stockyard/stores transporting the same to site, fabrication and erection of underground piping including cutting, edge preparation, bending, threading, lining up and welding, excavating, trenching in all kind of soil to specific depths as indicated in drawings and installing pipes and all types of pipe fittings like flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, drain funnels, vent pipe and tapping for instrument such as pressure gauges, thermal relief valves, thermowells etc., underground at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc., cleaning the material surface by sandblast cleaning, coating and wrapping the pipes/pipe fittings with coal tar base tape coating material (including the supply of coating tape, precoat material etc.), holiday detection of the coating, cleaning of coated pipes by water flushing after cleaning by compressed air, cleaning by card board blasting, hydrostatic testing of each section by water to the specified pressure and carrying out low pressure pneumatic testing at specified pressure, draining the water and drying the piping with nitrogen, draining the water, tie-in, back filling, restoration of site final cleaning up and disposal of water and surpluses, providing all inputs such as labour, materials equipment and consumable necessary to perform the work (other than those specifically undertakento be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of the Site Engineer / EIC |
| 103 | FOR PROCESS PIPING |
| 104 | 8.625" OD x Sch.80 ASTM A333 GR.6 /0.312" API 5L X52 |
| 105 | 6.625" OD x Sch.80 ASTM A333 GR.6 /0.312" API 5L X 52 |
| 106 | 4.5" OD x Sch.80 ASTM A333 GR.6 |
| 107 | 3.5" OD x Sch.160 ASTM A333 GR.6 |
| 108 | 2.375" OD x Sch.160 ASTM A333 GR.6 |
| 109 | 1.315" OD x Sch.160 ASTM A333 GR.6 |
| 110 | 1.050" OD x Sch.160 ASTM A333 GR.6 |
| 111 | Installation of Valves:( Process Piping) Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the same to site, carrying out pre-hydrotesting of valve and seat test of valve before installation of valve at specified pressure as per instruction of EIC, erecting above ground on preconstructed foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, flood coating and wrapping of under ground portions (if applicable) including all inputs, labour, material and consumable (other than those specifically undertaken to be supplied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer"s installation instructions and specifications and instructions of the Site Engineer / EIC |
| 112 | API 6D BALL VALVE -GAS OVER OIL ACTUATED |
| 113 | 8"x ANSI 600# Fully-Welded W/W, A/G, API 6D Ball Valve -Gas Over Oil Actuated |
| 114 | API 6D BALL VALVE -Gear / Lever Operated |
| 115 | 4"x ANSI 600# Fully-Welded W/W, U/G - Extended Stem, API 6D Ball Valve -Gear Operated |
| 116 | 8"x ANSI 600# Fully-Welded W/W, A/G, API 6D Ball Valve -Gear Operated |
| 117 | 4"x ANSI 600# Fully-Welded W/W, A/G, API 6D Ball Valve -Gear Operated |
| 118 | 2"x ANSI 600# Fully-Welded W/W, A/G, API 6D Ball Valve -Gear/Lever Operated |
| 119 | 8"x ANSI 600#, Bolted F/F, A/G, Gear operated |
| 120 | 6"x ANSI 600#, Bolted F/F, A/G, Gear operated |
| 121 | 4"x ANSI 600#, Bolted F/F, A/G, Gear operated |
| 122 | 3"x ANSI 600#, Bolted F/F, A/G, Gear/Lever operated |
| 123 | 2"x ANSI 600#, Bolted F/F, A/G, Gear/Lever operated |
| 124 | BS 5351/ISO 17292 BALL VALVE/ BS 1873 Globe Valve |
| 125 | 1"x ANSI 800# HOV W/W BS 5351 BALL VALVE |
| 126 | 3/4"x ANSI 800# HOV W/W BS 5351 BALL VALVE |
| 127 | 4"x ANSI 600# F/F BS 1873/ API 623 / ISO 15761GLOBE VALVE |
| 128 | 2"x ANSI 600# F/F BS 1873/ API 623 / ISO 15761GLOBE VALVE |
| 129 | 1"x ANSI 600# F/F BS 1873/ API 623 / ISO 15761GLOBE VALVE |
| 130 | Pressure Safety Valve |
| 131 | 1" X 2" x ANSI 600# x150# F/F PSV |
| 132 | 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 personnel, 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 ultrasonic testing shall be done at contractors cost. vi) Magnetic particle inspection as and where required shall be done at Contractors cost. vii) Digitization of all films to be carried out |
| 133 | 8" NBPipe Joints |
| 134 | 6" NBPipe Joints |
| 135 | 4" NBPipe Joints |
| 136 | 3" NBPipe Joints |
| 137 | 2" NBPipe Joints |
| 138 | 1" NBPipe Joints |
| 139 | 3/4" NBPipe Joints |
| 140 | Single Cut Joint Hook-up: Cutting of portion of existing piping, trimming, grinding, bevelling the edges, aligning without addition of spool piece, welding the joint including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water and its disposal |
| 141 | 8" OD |
| 142 | 6" OD |
| 143 | 4" OD |
| 144 | 3" OD |
| 145 | 2" OD |
| 146 | Double Cut Joint Hook-up: Cutting of portion of existing piping up to and including a length of 500 mm, trimming, grinding, bevelling the edges, adding spool piece of required length / tee and the corresponding pipe size, thickness, adjoining and welding both the ends including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC.Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water and its disposal |
| 147 | 8" OD |
| 148 | 6" OD |
| 149 | 4" OD |
| 150 | 3" OD |
| 151 | 2" OD |
| 152 | Dismantling of Structures: Dismantling by opening joints or by gas cutting/ cold cutting (wherever required as per site condition) of existing steel structural such as support for pipes, pipe fittings, valves, plate forms, walkways, stairways etc. including excavation work wherever required handling, loading into truck for purpose of weighing, shifting to the designated location within the pump station premises and handing over, completing the workin all respect as per drawings, instruction of the Site Engineer / EIC |
| 153 | Dismantling of Piping (Aboveground): Dismantling of existing over ground piping works of all types and sizes by opening flange joints or by gas cutting/ cold cutting or any other approved suitable means without damaging other portions of work.The job includes cutting the pipes to required sizes as directed, taking out valves, flanges, tees, bends, gaskets nuts, bolts etc. attached supports along with any instruments such as pressure gauge, temperature gauge etc. handling, transporting and storing at owner"s designated store in safe manner to avoid damage including supply of all labour, materials, equipment, consumables etc. necessary to perform and complete the work in all respects as per drawings, instructions of the Site Engineer/ EIC (payment shall be made on linear measurement of dismantled piping including bends tees etc.).Note : The contractor shall indicate the piping system to be dismantled and shall take specific approval from the Site engineer before dismantling of pipe. Certain redundant pipes which in the opinion of the Owner need not be retrieved, those items shall not be dismantled. |
| 154 | Development of As Built Drawings, Data Sheets etc.: Development of as built drawings, data sheets, system details covering all additional facilities incorporated under this project in the station and furnishing them as reference document. Additionally, electronic copy of the documents shall also be furnished in compact disks- FOR SV STATIONS, IP STATIONS, RT STATIONS/TERMINALS |
| 155 | Providing services assistance during pre-commissioning and commissioning of entire SV station piping with or without tap-off/with or without scraper barrel including supply of required amount of nitrogen gas at required pressure, tools and tackles, cranes, skilled and semi-skilled manpower, consumables, etc as per instruction of Engineer-In-charge |
| 156 | Providing services assistance during pre-commissioning and commissioning of scraper barrel, Knock out drums, filters, metering skid, pressure reduction skids as applicable for entire Dispatch / Receipt station piping including supply of required amount of nitrogen gas at required pressure, tools and tackles, cranes, skilled and semi-skilled manpower, consumables, etc as per instruction of Engineer-In-charge |
| 157 | Flexibility and Piping Stress Analysis as per specification |
| 158 | Installation of Corrosion Coupon including welding of TOR fitting complete with Coupon holder, Caps, Plugs, O-Rings, Nipple & installation of 2" 600# full-bore threaded ball valve. |
| 159 | 3 CSW-Mechanical-Composite |
| 160 | Supply and Erection of Structural Steel:Supplying at site, steel structural items such as steel plates, bars, MS gratings, chequered plates, angles, beams channels, commercial quality heavy pipes, C.I. Rollers, bolts & nuts, washers, grouting bolts, padding plates etc., fabrication and erection of saddle supports and other type of supports for pipes manifolds and valves, fabrication and erection of platforms walkways, stairways etc., sand blast/ power brush cleaning, priming and painting the finished structures including supply of all other inputs such as labour, materials, consumable etc. necessary to perform and complete the work in all respect, in accordance with drawings, specifications and instructions of the Site Engineer / EIC. |
| 161 | Painting: Cleaning exposed steel surfaces of piping, equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc. priming with one coat of primerand painting the surfaces with two coats as per specification, with approved materials, paints, brushes, labour, equipment etc. and completing the job in all respects as per specification and instructions of the Site Engineer / EIC |
| 162 | PU /liquid epoxy Coating of under ground piping: Cleaning exposed steel surfaces of piping, equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc.and applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials, labour, equipment etc. and completing the job in all respects as per specification and instructions of the Site Engineer / EIC |
| 163 | Above Ground Piping: Zinc Ethyl Slicate Primer |
| 164 | Above Ground Piping: High Build EPOXY MIO |
| 165 | Above Ground Piping: Isocynate Aliphatic Poly Urethene(PU) |
| 166 | Copper Strips/ Flats for Jumpers for Flanged Joints of the Product Process Piping:Supply and Installation of one copper jumper per flanged joint across the flanged joints for valves, spool piece, branch offs etc., of product process piping,The job includes cutting drilling of holes of required size in the copper strips/ flats for bolting purpose and complete the works in all respects as per specifications & drawings and instructions of Site Engineer/ EIC.Note:- Copper jumpers shall be installed in all the flanged joints of Product Process piping only and not in fire water lines. |
| 167 | Up to 30mm wide x 3mm thick Copper strip |
| 168 | Mainline Laying Works |
| 169 | Carrying out air drying of the pipeline system as per specification and direction of Engineer-in-Charge including supply of all labo ur, materials, equipments, instruments, pigs, barrels etc. complete in all respects. |
| 170 | 8.625" |
| 171 | Carrying out Nitrogen Purging of the pipeline system as per specification and direction of Engineer-in-Charge including supply of al l labour, materials, equipments, instruments, pigs, barrels etc. complete in all respects. |
| 172 | 8.625" |
| 173 | Taking delivery of MOVs for mainline from Owner"s stockpile/ godown, preparation of pup pieces of specified length from owner suppli ed pipes of higher wall thickness, welding of pup pieces to both sides of valves, providing instrument tappings in MOVs, hydrostatic ally testing the valves & installing at designated locations on the mainline in accordance with the specifications and drawings, wel ding & 100% radiography of weld joints, repair of weld joints etc., complete in all respect including all works and material in foun dation, RCC underground valve supports etc., including PU Coating of underground portions and painting of overground portions / valv e enclosure etc. with aluminium paint over a coat of primer, and including supply of all materials (other than those specifically un dertaken to be supplied by the Owner), consumables & inputs complete as per specifications, drawings & instructions of Site Engineer/ Engineer-in-Charge. |
| 174 | 8.625" |
| 175 | "Supply of all materials, consumables, providing all equipment & resources for the complete activity of commissioning of Liquid Petr oleum Gas Pipeline (LPG) including Mainline and Stations with proper pressurization of mainline and station piping with Nitrogen, ba tch pigging followed by vaporized LPG and effective line fill by pressurization of line fill LPG as per approved procedure and Speci fication requirementincluding providing expert services for vetting of commissioning procedure and presence of expert to guide & m onitor the complete commissioning activities, providing all supervisory/expert services, other manpower and all resources for the ex ecution of the complete service meeting with international practices and standards, observing all statutory and other governing rule s & standards in all respect and as per the approved scheme and guidance/direction ofEngineer - in - Charge. i) The offer shall be inclusive of supply of nitrogen, pig train, all consumables, taxes, duties as applicable and excluding GST. ii) IOCL"s responsibility shall be limited to arrangement of a) Fire tender b) Ambulance c) Water supply d) Providing LPG in tanker truck and subsequently lining up of the pipeline system for LPG line fill." |
| 176 | 8.625" |
| 177 | Civil Works |
| 178 | Earth work in surface excavation (not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth up to all lead and lift, as directed by the Engineer-in-Charge. |
| 179 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge : |
| 180 | In all kinds of soil |
| 181 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in d epth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5m. |
| 182 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 183 | 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 : |
| 184 | Beyond 60 cm girth upto and including 120 cm girth |
| 185 | Beyond 120 cm girth upto and including 240 cm girth |
| 186 | Filling the excavated earth to required grade, level & profile in low lying areas including watering, ramming, compacting at optimummoisture content to 90% of Proctor"s density consolidation by rolling with 8 to 10 tonne power rollerin layers not exceeding 20 c m thickness, including clearing the area by cutting of shrubs, bushes, grass, vegetation, debris etc. stacking and disposing out of plot area to an unobjectional area as directed by Engineer-in-Chargecomplete in all respects inclusive of cost of all labour, mate rials, tools, tackles etc. as per drawings, specifications and direction of the Engineer-in-Charge. |
| 187 | Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor"s own borrow areas including royalty, wit h all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisturecontent to 90% of Proctor"s density, consolidation androlling with 8 to 10 tonne power rollerin layers not exceeding 20 cm thic kness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 188 | Supplying all labour, materials, tools, chemicals, spray pumps etc. for making pre-constructional anti-termite treatment & creating a continuous chemical barrier under & all round the column pits, wall trenches, top surface of plinth filling, junction of wall & fl oor, along the exterior perimeter of the building, complete in all respects inclusive of cost of all labour, materials, tools, tackl es etc. as per drawings, specifications and direction of Site Engineer. [Note: Total plinth area of the buildingshall be measured for payment]. |
| 189 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 190 | 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources] |
| 191 | 1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from n atural sources] |
| 192 | 1:3:6 (1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from n atural sources) |
| 193 | 1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from n atural sources] |
| 194 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natu ral sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources] |
| 195 | Making plinth protection 50 mm thick of cement concrete 1:3:6 [1 cement : 3 coarse sand derived from natural sources : 6 graded ston e aggregate 20 mm nominal size derived from natural sources] over 75 mm thick bed of dry brick ballast 40 mm nominal size, well ramm ed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, etc . complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direc tions of the Engineer-in-Charge. |
| 196 | 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 : |
| 197 | 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived fr om natural sources] |
| 198 | 1:2:4 [1 cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sour ces] |
| 199 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fille ts, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering , shuttering, finishing and reinforcement, with : |
| 200 | 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived fr om natural sources] |
| 201 | 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 : |
| 202 | 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived fr om natural sources] |
| 203 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 204 | Foundations, footings, bases of columns, etc. for mass concrete |
| 205 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 206 | Suspended floors, roofs, landings, balconies and access platform |
| 207 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 208 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 209 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level : |
| 210 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 211 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above pl inth level : |
| 212 | Thermo-Mechanically Treated bars of grade Fe-500 D or more |
| 213 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 214 | Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding downbolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout, curing as per manufacturer "s recommendation/ specification and directions of the Engineer-in-Charge. [Note: This item shall be operated under specific instruc tions of the Engineer-in-Charge] |
| 215 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : |
| 216 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 217 | 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 : |
| 218 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 219 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : |
| 220 | Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 221 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Granite (of any colour and s hade) for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour an d texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matc hing pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete atall levels : |
| 222 | Area of slab up to 0.50 sqm |
| 223 | Providing edge moulding to 18 mm thick Marble/ Granite stone counters, Vanities etc., including machine polishing to edge to give hi gh gloss finish etc. complete as per design approved by the Engineer-in-Charge : |
| 224 | Granite work |
| 225 | 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. |
| 226 | 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. |
| 227 | Providing and fixing ISI marked flush door shutters conforming to IS:2202 (Part I) decorative type, core of block board constructionwith frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on bot h faces of shutters : |
| 228 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 229 | 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 : |
| 230 | 80 x 1.25 mm M.S. laths with 1.25 mm thick top cover |
| 231 | Providing and fixing ball bearing for rolling shutters. |
| 232 | Supplying and fixing circular/ hexagonal M.S. Sheet ceiling fan box with clamp, 140 mm internal diameter, 73 mm height, 3 mm thick r im bottom, and top lid of 1.5 mm thick, M.S. sheet lids shall be screwed into the M.S. box by means of 3.0 mm diameter round headed screws, clamp shall be made of 12 mm diameter M.S. bar bent to shape as per standard drawings with over all length as 80 cm completein all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of t he Engineer-in-Charge. |
| 233 | Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, cl addings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cut ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. includingpre paration of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying& applying painting with two coats of epoxy paint "EPILUX 155 High Build Enamel over a coat of "EPILUX 610" Primer of M/s BERGER orany other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of conc rete work). |
| 234 | Supplying, fitting and fixing hot dip galvinised barbed line wire through holes in fencing posts (already made in the body of the po st), tightening and fixing the wire in tight condition with straining bolts (straining bolts at end post) including the cost of cutt ing and lapping joints, making holes, straining bolts, galvanised staples, binding wires etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 235 | Supplying & fixing welded steel wire fabric of rectangular mesh 75 x 25 mm size, weight not less than 7.75 Kg/sqm fixed on angle iro n frame by welding, painted with two coats of synthetic enamel paint of over a coat of red oxide zinc chrome primer complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engin eer-in-Charge. [Note: This item is for openings in DG, Compresoor, Transformer/ VCB Room/ AVR Room. Angle iron frame shall be paid s eparately]. |
| 236 | 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. |
| 237 | 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. |
| 238 | Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 la id to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labo ur, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 239 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make & colour using acid and/or alkali resisting mor tar bedding and filling joints with acid and/or alkali resisting cement as per IS:4457, all complete as per specifcations and direct ions of the Engineer-in-Charge : |
| 240 | In flooring on a bed of 10 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) : |
| 241 | In dado/ skirting on 12 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) : |
| 242 | Providing and laying Polished Granite stone slab (Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent) flooring in required de sign and patterns, in linear as well as curvilinear portions of the building, all complete as per the architectural drawings, with 1 8 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand), laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing and polishing etc. al l complete as specified and as directed by the Engineer-in-Charge. |
| 243 | 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. |
| 244 | Providing and fixing ceramic glazed floor tiles of first quality conforming to IS:15622 (thickness to be specified by the manufactur er) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by the Engineer-in-Charge i n skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cem ent slurry @ 3.3 Kg/sq.m. including pointing in white cement mixed with pigment of matching shade complete. |
| 245 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of first qualityconforming to IS:15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick be d of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including pointing the joints wit h white cement and matching pigments etc., complete. |
| 246 | 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 : |
| 247 | Size of Tile 600x600 mm |
| 248 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than0.08 % 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 : |
| 249 | Size of Tile 600x600 mm |
| 250 | Providing and fixing 2 mm thick P.V.C. (BHOR or equivalent make) sheet/ tile flooring on a smooth and damp proof base using rubber b ased adhesives includingrolling with light wooden roller weighing about 5 Kg, all complete including cost of preparation of subgra de, damp proof course consisting of 30 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm n ominal size) as directed by the Engineer-in-Charge. |
| 251 | 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 inclusiveof cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 252 | Providing gola 75x75 mm (in 75x75 mm deep chase) in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and do wn gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design. |
| 253 | 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. |
| 254 | Providing and fixing on wall face Unplasticised Rigid PVC (uPVC) rainwater pipes (110 mm diameter, single socketed) conforming to IS :13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion. |
| 255 | 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 : |
| 256 | Coupler (110 mm) |
| 257 | Single Push-fit Coupler (110 mm) |
| 258 | Bend- 87.5 Degrees (110 mm) |
| 259 | Shoe - Plain (110 mm) |
| 260 | Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595x595 mm in true horizontal level, suspended on interlocking metal grid of hot dipped galvanised steel sections (g alvanising @ 120 grams/sq.m. including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length andof size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross "T" of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main "T" at 600 mm centre to centre to form a grid of 1200x600 mm and second ary cross "T" of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be interlocked at middle of the 1200x 600mm panel to from grid of size 600x600 mm, resting on periphery walls/ partitions on a Perimeter wall angle pre-coated steel of size24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wallscrews @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, inc luding cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever require d. Main "T" runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia an d 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85x30x0.8 mm, spaced at 1200 mm cen tre to centre along main "T", bottom exposed with 24 mm of all "T" sections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by the Engineer-in-Charge. [Note: Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/ opening (cut outs) having area less than 0.30 sqm . The calcium silicate ceiling tile shall have NRC value of 0.50 (Minimum), light reflection > 85%, non-combustible as per B.S. 476 (Part-IV), 100% humidity resistance and also having thermal conductivity < 0.043 w/mK.] |
| 261 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 262 | 1:6 (1 cement : 6 fine sand) |
| 263 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 264 | 1:6 (1 cement : 6 coarse sand) |
| 265 | 20 mm cement plaster of mix : |
| 266 | 1:4 (1 cement : 4 coarse sand) |
| 267 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) |
| 268 | 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. |
| 269 | Neat cement punning. |
| 270 | 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. |
| 271 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : |
| 272 | Water thinnable cement primer |
| 273 | Finishing walls with water proofing cement paint of required shade : |
| 274 | New work (Two or more coats applied @ 3.84 Kg/10 sqm) |
| 275 | Finishing walls with textured exterior paint of required shade : |
| 276 | 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 |
| 277 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 278 | Two or more coats on new work |
| 279 | 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. |
| 280 | 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 : |
| 281 | Two coats |
| 282 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 gra ms/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour : |
| 283 | Two coats |
| 284 | 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. |
| 285 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directionsof Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obta ined. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] : |
| 286 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 287 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead asper direction of Engineer-in-charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the sameshall 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.] |
| 288 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per the directions of Engineer-in-Charge. |
| 289 | 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. |
| 290 | 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. |
| 291 | Providing and laying design mix reinforced cement concrete of M-30 grade in roads/ taxi tracks/ runways, using cement content as perdesign mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specifi ed design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading, levelling to required s lope/ camber and compacting mechanically by using screed board vibrators, vaccum dewatering process and finally finishing in require d texture by floating & brooming with wire brush, including steel form work with sturdy M.S. channel sections, curing, making provis ion for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing ex pansion joints as per drawing including dowel cap, sponge, sealing tape, bitumen painting, debonding tape and filling joints with ap proved joint filler and sealants, complete all as per direction of the Engineer-in-Charge. [Notes: (1) Item of joint fillers, sealan ts, dowel bars with sleeve/ tie bars to be paid separately. (2) The item rate is inclusive of cost of dowel cap, sponge, sealing tap e, bitumen painting, debonding tape. (3) Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design m ix is payable/ recoverable separately]. |
| 292 | Cement concrete prepared with batch mixing machine |
| 293 | Providing and fixing in position pre-moulded joint filler in expansion joints. [Note: Unit "CM" shall mean "PER CENTIMETRE DEPTH PERCENTIMETRE WIDTH PER METRE LENGTH"]. |
| 294 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. : |
| 295 | Using Grade "A" sealing compound. [Note: Unit "CM" shall mean "PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH"]. |
| 296 | Supplying and fixing Road Hump of minimum size 350 mm width x 50 mm thick made of Carbon Black mixed Rubber with Additive of LDPE fo r reinforcement & UV resistant colouring agent of black & yellow colour with 4 reflective glass beads, of weight not less than 16 Kg /metre, and capacity to withstand minimum 35 tonne weight (moving vehicle load) including cleaning the road surface of all dirt, sca les, oil, grease and foreign material etc. and fixing the hump on the Road top as per manufactures specifications with necessary fas teners complete in all respects inclusive of cost of all labour, materials, fasteners, tools, tackles etc. as per specification and directions of the Engineer-in-Charge. |
| 297 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic materi al by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank hea ter and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the ro ad surface of all dirt, seals, oil, grease and foreign material etc. complete as per directions of the Engineer-in-Charge and accord ance with applicable specifications. |
| 298 | 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 : |
| 299 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 300 | Providing and laying factory made chamfered edge interlocking Cement Concrete paver blocks in foot path, park & lawns driveway or li ght & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in req uired colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver b locks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer"s specifications & directions of the Engineer-in-Charge : |
| 301 | 60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern. |
| 302 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line,level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thi ckness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc . as per directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) PrecastC.C. kerb stones shall be approved by the Engineer-in-Charge.] |
| 303 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS:7231, with allfittings and fixtures complete, including cutting and making good the walls and floors wherever required : |
| 304 | W.C. pan with ISI marked white solid plastic seat and lid. |
| 305 | 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 : |
| 306 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 307 | 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 : |
| 308 | White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap |
| 309 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete : |
| 310 | Flexible Pipe : |
| 311 | 32 mm diameter |
| 312 | 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. |
| 313 | Providing and fixing toilet paper holder : |
| 314 | C.P. Brass (Ref. Make: JAQUAR, Model: Cat. No.-1151 or approved equivalent). |
| 315 | Providing and fixing soil, waste and vent pipes : |
| 316 | 100 mm diameter : |
| 317 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS:3989 |
| 318 | 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 : |
| 319 | 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. |
| 320 | C.P. brass double coat hook (Ref. Make: JAQUAR, Model: Cat. No. 1161 or approved equivalent). |
| 321 | Internal Work - Exposed on wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. Th is includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per directions of the E ngineer-in-Charge : |
| 322 | 15 mm nominal outer dia pipes |
| 323 | 20 mm nominal outer dia pipes |
| 324 | 25 mm nominal outer dia pipes |
| 325 | 32 mm nominal outer dia pipes |
| 326 | Internal Work - Concealed in wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for ho t & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This i ncludes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same inclu ding testing of joints complete as per directions of the Engineer-in-Charge : |
| 327 | 15 mm nominal dia pipes |
| 328 | 20 mm nominal dia pipes |
| 329 | External Work: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water suppl y including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, t renching, refilling & testing of joints complete as per directions of the Engineer-in-Charge : |
| 330 | 65 mm nominal dia pipes |
| 331 | Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete. [N ote: Cost of water meter and stop cock to be paid separately]. |
| 332 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 333 | 25 mm nominal bore |
| 334 | 32 mm nominal bore |
| 335 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms: |
| 336 | 15 mm nominal bore |
| 337 | 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 : |
| 338 | Bib Cock (Ref. Make: JAQUAR, Model: Cat. No. 0021 or approved equivelent) |
| 339 | Providing and fixing 15mm diameter C.P. brass angle valve as per following with C.P. copper connecting pipe 375mm long or as require d including nuts, washers, C.P. brass flange, etc. including cutting & making good the walls wherever required, etc. complete in allrespects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Ch arge : |
| 340 | Angle Valve (Ref. Make: JAQUAR, Model: Cat. No. 0053 or approved equivalent) |
| 341 | Providing and fixing 15mm diameter C.P. brass stop cock with wall flange (Ref. Make: JAQUAR, Model: Cat. No. 0933 or approved equiva lent), male end with C.P. copper connecting pipe 375mm long or as required including nuts, washers, C.P. brass flange etc. includingcutting & making good the walls wherever required complete in all respects inclusive of cost of all materials, labour, tools, tackl es etc. as per specifications and directions of the Engineer-in-Charge. |
| 342 | Providing & fixing Angle Valve(Ref. Make: JAQUAR, Model: Cat. No. 563 or approved equivalent) and Health Faucet with flexible tube8mm diameter x 1.5 m long (Ref. Make: JAQUAR, Model: Cat. No. 549 or approved equivalent). |
| 343 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover (Ref. Make: SINTEX or approved equival ent), conforming to ISI:12701, colour of opaque white or as approved by the Engineer-in-Charge. The rate includes making necessary h oles for inlet, outlet & overflow pipes. The base support including fittings & fixtures for tank shall be paid separately. |
| 344 | 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 : |
| 345 | 150 mm diameter |
| 346 | 200 mm diameter |
| 347 | 250 mm diameter |
| 348 | Providing and fixing square mouth S.W. gully trap class SP-1 complete with C.I. grating, brick masonry chamber with water tight C.I.cover with frame of 300x300 mm size (inside dimension). The brick masonary chamber shall be constructed with common burnt clay F.P. S. (Non-modular) bricks of class designation 7.5. [Note: Weight of the cover shall not less than 4.50 kg and weight of the frame sha ll not be less than 2.70 kg as per standard design] : |
| 349 | 100x100 mm size P-type |
| 350 | 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 : |
| 351 | 250 mm dia. R.C.C. pipe |
| 352 | 300 mm dia. R.C.C. pipe |
| 353 | 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 : |
| 354 | 450 mm dia R.C.C. pipes |
| 355 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with common burnt clay F.P.S. (Non-modular) bri cks of class designation 7.5 in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 Kg and weight of frame 15 Kg), R.C.C. topslab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cemen t : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : |
| 356 | Inside dimensions 455x610 mm and 45 cm deep for single pipeline : |
| 357 | 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 : |
| 358 | With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 |
| 359 | 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 : |
| 360 | For 10 Users |
| 361 | 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. |
| 362 | 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. |
| 363 | 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. |
| 364 | Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid ov er a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including mak ing haunches and providing 15mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement insideand its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per standard desi gn and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling, curing etc ., as per specifications and directions of the Engineer-in-Charge. |
| 365 | Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick fo undation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm size) and inside and top plastering (15mm thic k) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections to dr ains inclusive ofall labour, material, equipment, etc., all complete as per drawing, specifications and directions of the Engineer -in-Charge : |
| 366 | 750mm x 750mm x depth up to 1000mm inner dimensions |
| 367 | 600mm x 600mm x depth up to 750mm inner dimensions |
| 368 | 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] : |
| 369 | 450 mm diameter piles |
| 370 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified dia meter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost ofsteel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. [Note: Length of pile for payment shall be measured upto to the bottom of pile cap] : |
| 371 | 400 mm diameter piles |
| 372 | 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.] : |
| 373 | Single pile up to 50 tonne Safe Capacity : |
| 374 | Initial Test (Test Load 2.5 times the Safe Capacity) [Note: Unit "EA" shall mean "PER TEST"] |
| 375 | Routine Test (Test Load 1.5 times the Safe Capacity) [Note: Unit "EA" shall mean "PER TEST"] |
| 376 | 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 : |
| 377 | Single pile : |
| 378 | Up to 50 tonne Safe Capacity pile. [Note: Unit "EA" shall mean "PER TEST"] |
| 379 | Group of two or more piles : |
| 380 | Up to 400 tonne Safe Capacity of group. [Note: Unit "EA" shall mean "PER TEST"] |
| 381 | 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 : |
| 382 | Up to 50 tonne capacity pile. [Note: Unit "EA" shall mean "PER TEST"] |
| 383 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of requireddia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neopre ne gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural d rawings and the directions of the Engineer-in-Charge. [Note: Glazing, paneling and dash fasteners to be paid for separately] : |
| 384 | For fixed portion : |
| 385 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) |
| 386 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittin gs wherever required including the cost of EPDM rubber/ neoprene gasket required. [Note: Fittings shall be paid for separately] : |
| 387 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) |
| 388 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket et c. complete as per the architectural drawings and directions of the Engineer-in-Charge. [Note: Cost of aluminium snap beading shall be paid in basic item] : |
| 389 | With float glass panes of 5.50 mm thickness |
| 390 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS:6315, having brand logoembossed on the body/ plate with double spring mechanism and door weight up to 125 Kg, for doors, including cost of cutting floors,embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivotand single piece M.S. sheet outer box with slide plate etc. complete as per directions of the Engineer-in-Charge. : |
| 391 | With stainless steel cover plate minimum 1.25 mm thickness |
| 392 | Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per d irections of the Engineer-in-Charge : |
| 393 | Powder coated (Minimum thickness 50 micron) aluminium tubular handle bar |
| 394 | Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for al uminium doors including necessary cutting and making good etc. complete. |
| 395 | Providing and fixing, on fixed glazing/ doors/ window panes, sun control film "HP NATURAL 35 SAFETY COMBINATION FILM-4Mil" of M/s. G ARWARE or approved equivalent make and shade, all complete as per manufacturer"s specification and as per directions of the Engineer -in-Charge. |
| 396 | Grading roof for water proofing treatment with : |
| 397 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 398 | Supplying and using water proofing compound like CICO, PUDDLE or any other approved brand with Cement Plaster/ CC/ RCC complete in a ll respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the En gineer-in-Charge. |
| 399 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulde rs, in required thickness, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. |
| 400 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravellayer, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. |
| 401 | Providing and making Construction/ Contraction joint by mechanically cutting 12mm x 25mm deep groove and filling with bituminous sea ling compound including cleaning etc. complete as per drawing, specifications and directions of the Engineer-in-Charge. |
| 402 | Providing and fixing 75mm diameter P.V.C. pipe (4 Kg/sq.cm) for Weep Holes in Masonry/ RCC wall including providing 230x230x230 mm s ize (approx.) filter using pebles of 40mm & down size in every weep hole on retaining side etc. complete in all respects inclusive o f cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. |
| 403 | CSW - Instrumentation |
| 404 | Supply of Pressure Indicators (PI) of the range (-1) to 5 Kg / Cm2 as per the technical specifications attached in the Tender |
| 405 | Supply of Pressure Indicators (PI) of the range 0 to 100 Kg / Cm2 as per the technical specifications attached in the Tender. |
| 406 | Gauge Saver (0-1 Kg/Cm2) |
| 407 | Supply of flame proof and weather proof fittings including EP/WP certificates as per the technical specifications attached. |
| 408 | FLP/ WP Junction Box, Type C. (Nos. of terminals: 60 Nos.; Bottom entry: 1 No. - 1 1/4" & 1 No.- 1"; Left side entry: 1 No. - 1" & 3Nos.- 1/2"; Right side entry: 2 No. - 1" & 2 Nos.- 1/2") along with FLP cable glands & FLP plugs for all the cable entries of the J unction as per technical specifications. |
| 409 | FLP/ WP Junction Box, Type D. (Nos. of terminals: 24 Nos.; Bottom entry: 1 No. - 1"; Left side entry: 3 Nos.- 1/2"; Right side entry : 3 Nos.- 1/2") along with FLP cable glands & FLP plugs for all the cable entries of the Junction as per technical specifications. |
| 410 | FLP/ WP Emergency Shut Down Push Button Switch(with2 nos. cable entry provision of 1/2" NPT) with steel hammer chained with mainunit. |
| 411 | Supply of Cable Glands - flame proof and weather proof including EP/WP certificates: |
| 412 | 1 1/4" (5/4") Cable Glands |
| 413 | 1" Cable Glands |
| 414 | 1/2" Cable Glands |
| 415 | Supply of Plugs - flame proof and weather proof including EP/WP certificates: |
| 416 | 5/4" Plugs |
| 417 | 1" Plugs |
| 418 | 1/2" Plugs |
| 419 | Supply of Reducers - flame proof and weather proof including EP/WP certificates: |
| 420 | 1" to 1/2" Reducers |
| 421 | 1" to 3/4" Reducers |
| 422 | 3/4" to 1/2" Reducers |
| 423 | Supply and placing in position 5 mm thick steel checkered plates over cable ducts, valves, pits etc including keeping provision of h oles for lifting arrangement and providing lifting arrangement complete in all respect inclusive of cost of all labour, material, ca rriage etc as per specification & the direction of the engineer in-charge/site engineer |
| 424 | 19/25 mm ISI marked GI conduit along with all fittings & fixtures like Tees, bends, junction boxes, etc for installation of detector s in buildings |
| 425 | Supply of Field Fittings & SS Tubes.- Coastal Application - As per tender Specification |
| 426 | Process Tube, Material: Stainless Steel |
| 427 | Fitting, Bushing, 25.4 MM X 12.7 MM NPT( |
| 428 | FITTINGS Male Connector, 12.7 MM MNPTX 1 |
| 429 | FITTINGS Female Connector, 12.7 MM FNPT |
| 430 | FITTINGS 2 Way Valve Manifold 2 x 12.7 M |
| 431 | FITTINGS Hex Nipple, 12.7 MM MNPT X 12.7 |
| 432 | FITTINGS Union Tee, 3X12.7 MM OD Tube |
| 433 | FITTINGS Tube End Cap ( Sq Head), 12.7 M |
| 434 | As built documentation for each station covering a) Control /signalling cable layout drawings,b) Cable trench details,c) Cable m arker details,d) Earth grid layout, e) Field instrument termination details, f) Cable schedule, g) Junction box wiring details, h)Earth resistivity measurement data, i) Field panel termination details, j) Calibration data of all instruments tested as per scope. , k) OTDR Traces of the laid OFC as applicable for respective stations |
| 435 | Installation, testing and commissioning ofPressure Indicator (PI) of various ratings as per drawings, recoomendations of OEM and d irections of Engineer in-charge/ Site engineer |
| 436 | Taking delivery, shifting within a road distance of 500 meters and installation & testing of the differnt instruments (like pressureGauge, Pressure Switch, Pressure Transmitter, temperature transmitter, scrapper detector, level switch, level transmitter, flow swi tch etc.) of various ratings by fabrication and installing all the required pipe fittings with pressure pipes, valves, plugs, tees, nipples, junction box, cables, supply and erection of all other required materials such as the supporting structure clamps, cannopy,screws, nuts, bolts, aluminium sheets, GI wire, steel plats, cement concrete etc. complete in all respects including supply of suit able size non flame proof cable gland at control panel end and terminating the already laid cables at field, junctionbox and contr ol panel end, mounting the junction boxes as per the Drawings, specifications and directions of the engineer in-charge/site engineerincluding cost of all labour, materials, consumables, tools, tackles and services rendered etc. All the instruments shall have to b e properly connectedto the earth pit through GI wires. The works shall include labelling, tagging using SS plates, glanding and fe rruling at both field and panel side. Installation to be done as perOEMs recommendations, vendor drawings and other approved drawi ngs. The scope also shall include Calibration of instruments, hydro-testing of Impulse tube, providing assistance in testing and com missioning of the instruments to control system vendor along with loop checking etc. |
| 437 | INSTALLATION OF PI+PS/PT: Installation, assistance in testing and commissioning of Pressure gauges and Pressure switches (PI+PS) / p ressure Gauge and pressure transmitter (PI+PT) of various ratings as per the directions of Engineer-in-charge/ Site engineer and dra wings |
| 438 | INSTALLATION OF PT / PS: Installation, assistance in testing and commissioning of Pressure Transmitter (PT) / Pressure Switch (PS) o f various ratings as per the directions of Engineer in-charge/ Site engineer anddrawings. |
| 439 | INSTALLATION OF TEMPERATURE TRANSMITTER WITH THERMOWELL: Installation and assistance in testing & commissioning of temperature eleme nts/temperature transmitter(TT) by making necessaryholes on the pipes, welding the socket for thermowell on the pipe including sup ply of boss, silicon paste etc as per the directions of engineer in-charge/site engineer and drawings. |
| 440 | INSTALLATION OF SURFACE MOUNTED TEMPERATURE TRANSMITTER Installation and assistance in testing & commissioning of Surface Mounted te mperature elements/temperature transmitter (TT) byby welding the weld pad on the surface of the pipe, silicon paste as per the dir ections of engineer in-charge/site engineer and drawings. |
| 441 | INSTALLATION OF EMERGENCY SHUTDOWN SWITCH: Installation and testing of emergency shut - down (ESD) Push button. This includes mounti ng of termination box as per the drawings, specification and instruction of Engineer in-charge/ Site engineer, replacement of brokenglass covers and painting it in red colour. |
| 442 | INSTALLATION& TESTING OF SCRAPPER DETECTOR: Installation, assistance in testing and commissioning of Scrapper Detector of various ratings aas per OEM recommandations, vendor drawings, directions of engineer in-charge/site engineer andother approved drawings. |
| 443 | INSTALLATION OF JUNCTION BOX/ PUSH BUTTON STATION- for MOV/ROSOV: Installation of non-flame proof junctionbox, explosion proof /flame proof junction boxes, Push button stations for MOV/ROSOV for marshalling of control cables, terminating the cables at field a nd control panel end, mounting the junction boxes/Push button station, connecting to earthing grid by supplying and installing all t he required materials such as supporting structure, canopy, cable gland hood, cement concrete, painting, GI wire etc. (excluding sup ply of the Junction Boxes/Push button station) in all respects complete as per specifications, drawings and direction of site Engine er including supply of suitable size non-flame proof cable glands at Control Panel end and the cost of labour,tools, materials, glan ding, ferruling etc. complete in all respects. |
| 444 | INSTALLATIONOF CONTROL PANEL/CONSOLE DESK/ UPS/ RIO/ RTU/ PLC/ ACDB - Taking delivery, shifting the panels to installaion site anderection, installation, testing of Control panels, mounted with all the instruments, power supply units, UPS & battery banks logic control systems , barriers, providing assistance to control system vendor for commissioning of control system including panels, cont rol/console desk etc. installation on already made foundations or fixing on walls, or steel structure or fixtures aligning, levellin g, grouting, inter-wiring outgoing, incoming cable terminations as required, earthing, testing, complete in all respects as per draw ings, specifications and directions of the engineer in-charge/site engineer, including supply of suitable size non-flame proof cableglands for all incoming/outgoing cables and the cost of the materials, tools, labour, glanding, ferruling etc. complete in all resp ects.The indicated quantity iscumulative weight of panels. |
| 445 | STEEL STRUCTURAL WORKS - Supply, fabrication, erection and installation of steel/GI structural works of any type and shape such as c able racks, trays, push button, control posts, ladders, lugs, chain link, fencing, angles, joints, channels, plates, flats, bars etcas required as per specifications, drawings, directions of site engineer/engineer in-charge, inlcuding cost of all labour, material s, tools, consumables etc complete in all respects. Job is inclusuve of taking delivery from owner"s go down and shifting to site wh erever required. |
| 446 | AIR CONDITIONER CASSETTE TYPE - Supply& Installation of 1.8TCassette Type ACs flushed with false ceiling (Daiken / Hitachi / Car rier) along with 5KVA Voltage Stablizer & MS stand for outdoor unit, refregerant piping, drain piping complete as per instruction ofEIC / Site Engineer |
| 447 | AIR CONDITIONER SPLIT TYPE - Supply& Installation of 1.8TSplit Type five star BEE rated ACs (Daiiken / Hitachi / Carrier) along with 5KVA Voltage Stablizer & MS stand for outdoor unit, refregerant piping, drain piping complete as per instruction of EIC / Site Engineer |
| 448 | Supply & installation of MAGNETIC PROXIMITY SWITCH with suitable junction box for termination of leads/cable for extending contact t o control system for unauthorised entry of building / MOV fencing. |
| 449 | Installation of Infrared HYDROCARBON DETECTORS (point type / open pathtype), terminating the cables at field and control panel / RTUend, connecting to earthing grid by supplying and installing all the required materials such as supporting structure, canopy, cemen t concrete, painting, GI wire etc.(excluding supply of the Hydrocarbon detector) complete in all respectsas per specifications. |
| 450 | Installation of Manual Call Point (Explosion Proof & Weather Proof) in Hazardous area, terminating the cables at field and control p anel end, connecting to earthing grid by supplying and installing all the required materialssuch as supporting structure, cement con crete, painting, GI wire etc.(excluding supply of the Manual Call Point) complete in all respectsas per specifications. |
| 451 | SCRAPPER DETECTOR 8 IN, 600 # Series |
| 452 | SCRAPPER DETECTOR Jacking Bracket for 60 |
| 453 | INSTRUMENTATION JOBS FOR GOVs - Carrying out the instrumentation and control system jobs on the already erected actuator assembly of Gas operated valves (GOVs), installation of GOV instrumentation tubings, fittings etc.(excluding the supplyoftubings & fittings) & necessary cable connection at field and control panel end (excluding the supplyof cables) calibrating the control components, adjusting the limit switches, testing the whole assembly as per drawings specifications and direction of the engineer in-charge/site engineer complete in all respect, including supply of suitable size non-flame-proof cable glands, ferruls, drilling/cutting of plate for fixing glands at Control Panel end and the cost of all labour, tools, glanding, ferruling, consumables etc. |
| 454 | INSTRUMENTATION JOBS FOR HOVs - Carrying out the instrumentation and control system jobs on the already erected actuator assembly of Hydraulic operated valves (HOVs) & necessary cable connection at field and control panel end (excluding the supplyof cables) calibrating the control components, adjusting the limit switches, testing the whole assembly as per drawings specifications and direction of the engineer in-charge/site engineer complete in all respect, including supply of suitable size non-flame-proof cable glands, ferruls, drilling/cutting of plate for fixing glands at Control Panel end and the cost of all labour, tools, glanding, ferruling, consumables etc. |
| 455 | INSTRUMENTATION JOBS FOR METERING SKID - Carrying out the instrumentation and control system job on the already erected Metering skid & necessary cable termination in the skid junction boxes at field end and control panel end (excluding the supplyof cables) as per drawings specifications and direction of the engineer in-charge/site engineer complete in all respect, including supply of suitable size non-flame-proof cable glands, ferruls, drilling/cutting of plate for fixing glands at Control Panel end and the cost of all labour, tools, glanding, ferruling, consumables etc. |
| 456 | CSW - Telecom |
| 457 | Supply of 40 mm OD HDPE pipe as per tender specifications |
| 458 | Supply ofOFC Jointing kits as per tender specifications |
| 459 | Supply of Electronic Marker Locator cum Cable/ Pipe Locator, Fault Locator as per tender specifications |
| 460 | Supply of full range (upto 8 feet) RF iD Disk type Electronic Markers as per tender specifications |
| 461 | Supply of pre-fabricated printed KM markers for OFC & HDPE as per tender specifications |
| 462 | Supply of Joint pit markers for OFC joint locations as per tender specifications |
| 463 | Supply ofpre-fabricated RCC (1:1.5:3) Joint Box with lid as per tender specifications |
| 464 | Supply of RCC Transition pits for building entry points as per tender specifications |
| 465 | Supply of wall mounted Fibre Termination Box (FMS) as per tender specifications |
| 466 | Supply of 5 Pair Armoured PIJF Underground Telephone Cable as per specifications |
| 467 | Wall mounted telephone socket outlet with 2 port telephone jack face plate (white/ cream colour) including RJ11 I/O. The item includ es modular plate & switch box/ gang box for fixing the face plate. |
| 468 | Supply, erection and installation of GI Pipe of 100 mm nominal bore medium Class B as per IS1239 subject to owner"s approval includi ng the supply & installation of all necessary pipe fittings such as bends, sockets, elbows, tees etc. bending, threading, clamping, plugs, packings, bushing etc. as required for sub ducting HDPE duct as per directions of Engineer-in-charge/ Site Engineer includingcost of all labour, tools, materials complete in all respects. |
| 469 | Laying ofHDPE conduit and blowing of OFC cable inside the SV/MOV premises along the boundary wall, line item includes supply & ins tallation ofsuitable clamps , connectors, fixture, corner bends, tools & tackles (comprising of anchor bolts/nuts/accessories etc)required for OFC entry inside SV/MOV loctaionalong theboundary wall by clamping of HDPE conduit at a height of 1 meter above the finished ground level and extending it along the length of boundary wall at 1 meter height upto the transition pit inside SV/RCP bui lding as per attached drawing no. STD-793-00. The line item includes all sevices required for blowing of OFC cable iin HDPE conduit inside the MOV/SV loctaion as per STD - 793 drawing. |
| 470 | Supply, installation & fixing of perforated GI trays of width 150 mm, 300 mm, 450 mm &600 mm as per site requirement for laying of c ables with standard rung spacings. Load for support span of2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respectively with concentricstat ic load as 70 Kg at the centre, with materials, labour, tools andtackles, consumables etc , asper drawings, specification anddirec tionsofSite Engineer / Engineer-in-Charge |
| 471 | Laying of HDPE pipe (excluding blowing of OFC) inmainline pipe trench at the bottom in all types of soil (including roads, canals,rivers, nullahs, water course crossings, submerged crossings, saltpan areas etc.) including supply and installation of suitable str aps for strapping the HDPE duct with mainline pipe for anti buoyancy, installation of HDPE duct accessories such as plastic couplers , end caps, end plugs, cable sealing plugs, supply and installation of warning tape, consumable guide rods, HDPE jointing, inspectio n of HDPE joints, testing the installed HDPE duct by blowing "mandrel" with compressed air,pressure testing the HDPE pipe after la ying as per procedure and performing all work as per drawings, specifications and instruction of the Engineer-in-charge/ Site Engine er and provisions of the contract document for making the duct ready in all respect for OFC blowing. The job includes transportation , loading and unloadingof HDPE ducts in nominal length of 1000 meters and duct accessories such as couplers, end caps, end sealingplugs etc. to various sites along the entire ROW / HDD crossinglocations as per specifications and directions of Engineer-in-char ge/ Site Engineer |
| 472 | "Trenching for laying of HDPE in Independent trench Excavationin unpaved areas of earth in worksites for conventional cable trenches for a depth upto 1.5 metres including shoring,strutting etc. (if necessary), backfilling the trench, as directed byEngineer-in-charge/ Site Engineer,including alllabourand materials complete asper drawings and tender specifications" |
| 473 | Transportation (loading and unloading) of Owner supplied unarmoured Optical fibre cable (OFC) to various sites along Right of Way (R OW), pre laying testing of each cable drum for each fibre and taking the OTDR traces, submission of OTDR traces (in hard as well as soft copy) to Engineer-in-charge/ Site Engineer, blowing of OFC through contractor laid HDPE, jointing / splicing of OFC, post insta llation testing of OFC for each fibre for each drum laid & taking OTDR traces, submission of OTDR traces (in hard as well as soft co py) to Engineer-in-charge/ Site Engineer as per the scope, specifications and directions of Engineer-in-charge/ Site Engineer |
| 474 | Installation of OFC jointing kits as per drawings, specifications and directions of Engineer-in-charge/ Site Engineer |
| 475 | Installation of RF iD type Electronic Markers as per tender specifications. The job includes configuration & programming of the Elec tronic markers to write information data as per directions of Engineer-in-charge/ Site Engineer. |
| 476 | Installation of pre-fabricated printed KM markers for OFC & HDPE as per tender specifications, drawings and directions of Engineer-i n-charge/ Site Engineer |
| 477 | Installation of OFC Joint pit markers at every joint location as per specifications, drawings and directions of Engineer-in-charge/ Site Engineer |
| 478 | Installation of pre-fabricated RCC (1:1.5:3) Joint Box with lidas per tender specifications, drawings and directions of Engineer-i n-charge/ Site Engineer. |
| 479 | Installation of Transition Pits at building entry points as per tender specifications, drawings and directions of Engineer-in-charge / Site Engineer |
| 480 | Installation of wall mounted Fibre Termination Box (FMS) as per tender specifications and directions of Engineer-in-charge/ Site Eng ineer |
| 481 | Repair of OFC defects in existing optical fibre cable already laid along the pipeline in various stretches .The job includes locatin g OFC defects/joint losses by taking OTDR , exposing the cable by excavation/trenching in all kinds of soil including rock, repairin g the cut/damaged OFC by splicingand restoring the trenches in original condition, checking , ensuring continuity of OFC with acce ptable losses as per direction of site engineer/EIC. Supply and installation of all required materials for repair such as joint kit,Fid marker( with stamping from owner"s electronic marker cum locator) , RCC joint box etc shall be in scope of contractor. OFC cabl e if required for repair works shall be provided by owner. All the test/repair equipments such as OTDR machine, splicing machine, to ols/tackles,labour,consumable necessary for performance of work shall be arranged by the contractor. supply of joint kit, Rfid marke r shall be as per approved make in the tender. |
| 482 | "Earthing stripincludingall nuts , bolts,welding etc for connecting CCTV system to the nearest power earth - 40 mm X 5 mm G.I.earthing strip " |
| 483 | Earthing wire/ropeincludingall nuts , boltsetc for connecting CCTV system to the nearest power earth - GI wire / rope 10 mm di ameter |
| 484 | "Supply, installation, testing of Earthing system consisting of 3 earth pits of perforated GI pipes earthing electrodes and copper p late terminal block including construction of chamber using cement concrete with earthing pit cover and frame, supply of charcoal, s alt etc including supply of interconnecting cables / strips including necessary welding etc complete as drawings, specifications anddirections of the site engineer, including cost of tools, materials etc complete in all respects as per drawing The job shall also include testing of each earth pit and the entire earthing system on whole. Note: Earthing for field instruments shall be provided from Station earth grid covered in Electrical SOR.. " |
| 485 | CSW - Electrical |
| 486 | 1 CSW-Electrical-Supply |
| 487 | SAFETY EQUIPMENT Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge complete in all respects including transportation charges: |
| 488 | RUBBER HAND GLOVES : Rubber hand gloves suitable for 11/6.6 kV operation with ISI mark. |
| 489 | INSULATING MATS: Supply & installation of 2000 mm X 1000 mm and of thickness as mentioned below, approved quality insulating Elastomermats as per specifications. |
| 490 | Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2 mm (Class A) |
| 491 | Supply of fully charged CO2 fire extinguishers as per specifications (4.5 kg capacity as per IS: 2878 latest) |
| 492 | Supply of fully charged CO2 fire extinguishers as per specifications (2 kg capacity as per IS: 2878 latest) |
| 493 | Supply of fire buckets mounted on stand |
| 494 | Silent Diesel Generating Set - Supply of Silent Type DG set along with processor based AMF system, Industrial Lead-Acid Batteries for Starting of DG Set, Acoustic Enclosure, exhaust piping with its support structure, internal fuel tank of 12 hrs. capacity etc., as given in the technical specification complete in all respects: |
| 495 | 25 KVA, 415V, 3 Phase |
| 496 | ACDB Panel: Supply of ACDB Panel (IP-4X Degree of Protection) with base frame, having incomers and feeders, suitable for 03 phase DG supply, of approved make, as indicated in technical specifications, complete in all respects. |
| 497 | LT Cable: 1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 overall sheathed, Stranded, FRLSH, C2, Smoke density<40% |
| 498 | Cu, 3Cx2.5 mm², 2XWY |
| 499 | Cu, 4CX4 mm²,2XWY |
| 500 | Cu, 2Cx10 mm², A2XWY |
| 501 | Al, 3.5Cx25 mm², A2XFY |
| 502 | Al, 3.5Cx50 mm², A2XFY |
| 503 | High Mast Tower: Supply of high mast tower as per technical specification. The job includes supply of (1) 30 M high mast structure with lantern carriage with raising/lowering mechanism by FLP motor, min. steel plates sheet thickness shall be 5 mm (2) LED flood light fixtures & lamps- 350 W (120 Lumens/W min. efficiency) - 12 nos. & LED Aviation obstruction lights - 02 nos. (3) Lightning arrestor-1200 mm length finial (4) FLP feeder pillar board with cables from feeder pillar to base compartment of high mast (5) Foundation bolts.The vendor will submit the foundation design based on soil strata (soil report shall be provided by IOCL) of locations. Further vendor shall provide supervision for testing & commissioning of high Mast |
| 504 | 2 CSW-Electrical-Services |
| 505 | CABLE TRENCH: Excavationin unpaved areas of earth in worksites for conventional cable trenches for a depth upto 1.5 metres including shoring,strutting etc. (if necessary), backfilling the trench, job complete in all respects,including alllabourand materials complete asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge |
| 506 | WBM ROAD / CONCRETE BREAKING : WBM Road/concrete breaking for cable trenches including required shoring strutting etc., and repairing of the road/dyketooriginal condition and disposing off excess materials(within thework site) job complete in all respects including the cost of labour, tools, materials, load, lifthire charges of equipments, ifany, complete asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge |
| 507 | Cable Laying: Layingofall typeof 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 materialssuch as fixingclamps, screws, cable straps, tags, etc.as required (other than the supplyof the conduits, cables, pipes, cable racks, trays,poles,structures and panels) complete in all respect, including cost of alllabour, tools, consumable materials, etc. and cutting the cables in required lengths asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge: |
| 508 | Power cables LT : OD upto 20 mm |
| 509 | Power cables LT : OD above 20 mm and upto 40 mm |
| 510 | Control cables (T&I) : OD upto 20 mm |
| 511 | Control cables (T&I) : OD above 20 mm and upto 30 mm |
| 512 | Installation, laying of 2 Pair PVC insulated copper conductor un-armoured telephone cables in 16 mm/ 25 mm/ 32 mm PVC conduits from IDFthrough ceiling/ wall/trench and post-laying end to end testing of telephone cables. The job includes supply, installation, fixing of wall mounted telephone socket outlet with 2 port telephone jack face plate (white/ cream colour) including RJ11 I/O with modular plate & switch box/ gang box for fixing the face plate & accessories, supply and installation of PVC Conduits, all required materials such as fixing clamps, screws, cable straps, tags etc. as requiredcomplete in all respects as per specifications & scope of work, drawings and directions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, materials etc. |
| 513 | Installation, laying of Cat 6 LAN Cables in 16 mm/ 25 mm/ 32 mm PVC conduits from network switch through ceiling/wall/trench and post-laying end to end testing of cables. The job includes supply, installation & fixing of Duplex (2 port) Face plate (Network I/O point) (white/ cream colour) for Local Area Network including RJ45 I/O, modular plate & switch box/ gang box for fixing the face plate & accessories, supply and installation of PVC Conduits, all required materials such as fixing clamps, screws, cable straps, tags etc. as required complete in all respects as per specifications & scope of work, drawings and directions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, materials etc. |
| 514 | Corrosion monitoring probes: Installation of corrosion monitoring probes including 2" Flareweld on station piping at desired location and 12 O"Clock position for mounting of ER Probe under the supervision of site engineer. Flareweld assembly shall be supplied by owner. The job complete in all respect with material, tools & tackles, consumables etc. |
| 515 | Installation, testing and commissioning of Free Standing Floor mounted ACDB Panelas per the specifications including terminations, connections, supply of end lugs, cable glands, making spare entries blind, providing tags & ferrules, pasting panel wiring diagram with acrylic sheet inside the panel, all other materials, labour tools and tackles as per the directions of the Site Engineer / Engineer-in-charge. |
| 516 | ACDB Panel erection |
| 517 | Erection, Installation, Connecting, testing and commissioning of 25kVA three phase 415V Silent Emergency DG with AMF panel, Lead Acid batteries and acoustic enclosure, including execution of terminal connections of power and control cables for DG set & AMF Panel &other accessories of DG Set earthing of alternator neutral, frame and armour of the cable etc., as per drawings, specifications, recommendations of the D.G. Set manufacturer and directions of the Site Engineer. The job complete in all respects including supply and installation of all the required power and control cable upto AMF Panel, cable end lugs, cable glands,GI/Copper earthing wire/strip, acoustic enclosure etc.including all labour, tools, consumable etc. It may be noted that allworks related to foundation is included in the contractor"s scope of work. ( The POL for the DG set commissioning & trial run shall be arranged by the owner, free of cost) Note : Main LT power cable from DG set to ACDB panel shall be provided by the Owner. |
| 518 | 3 CSW-Electrical-Composite |
| 519 | GI CABLE TRAY: Supply, installation & fixing of prefabricated perforated GI cable trays with tray cover of width 150 mm, 300 mm, 450 mm & 600 mm as per site requirement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respectively with concentric static load as 70 Kg at the centre, with materials, labour, tools and tackles, consumables etc , asper drawings, specification and directions of Site Engineer / Engineer-in-Charge. |
| 520 | SAND FILLING: Supplying and spreading of approved quality fine dry river sand in cable trenches including the cost of all material, transport, load and lift charges, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge. |
| 521 | BRICK SOLING: Supply and laying of approved quality 75 mm thick second class brick flat soling with sand filling in the interstices, in cable trenches for protectionincluding the cost of all brick and sand, labour, load and lift charges , tools and tackles etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge. |
| 522 | CABLE MARKER: Supply, erection & installation of MS cable markers, including excavation, installation of the markers, cement concrete grouting, backfilling, materials, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge. |
| 523 | 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 , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge: |
| 524 | Power cables LT : OD upto 20 mm |
| 525 | Power cables LT : OD above 20 mm and upto 40 mm |
| 526 | EARTHING SYSTEM SET (06 PITS): Supply, installation, testing of earthing system consisting of 6 earth pits of perforated GI pipes earthing electrodes and copper plate terminal block including construction of chamber using cement concrete with earthing pit cover and frame, supply of charcoal, salt etc including supply of interconnecting cables / strips including necessary welding etc complete as per drawings, specifications and directions of the site engineer, including cost of tools, materials etc complete in all respects as per drawing The job shall also 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.) |
| 527 | EARTHING SYSTEM SET (03 PITS): Supply, installation, testing of earthing system consisting of 3 earth pits of perforated GI pipes earthing electrodes and copper plate terminal block including construction of chamber using cement concrete with earthing pit cover and frame, supply of charcoal, salt etc including supply of interconnecting cables / strips including necessary welding etc complete as per drawings, specifications and directions of the site engineer, including cost of tools, materials etc complete in all respects as per drawing The job shall also 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.) |
| 528 | CHEMICAL EARTHPIT: 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, backfilling etc. and construction of chamber; complete including excavation, backfilling and supply of all materials required for making earth pit as per drawings, specifications and directions of the Site Engineer, Including the cost of all labour, tools, materials etc. complete in all respects. |
| 529 | EARTHING PLATE: Supply & Installation of G.I. earthing plate as per standard drawing outside the buildings. The item also includes grouting of the plate as shown in the drawing. The item should be complete in all respect including all materials, tools, tackels etc. and as per direction of EIC / Site engineer. |
| 530 | EARTH STRIP / WIRE / ROPE / CABLE:Supply, installing and testing of earthing strip/wire/rope/cable forcompletely making the earthing grid system by supplying, laying theGI / Cu strip and makingall the necessaryweldingjoints, connecting to the earthing electrodesand existing earthinggridetc., 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: |
| 531 | 50 mm X 6 mm G.I. earthing strip |
| 532 | 40 mm X 5 mm G.I. earthing strip |
| 533 | 25mm x 4 mm copper flat |
| 534 | 25mm x 3 mm copper flat |
| 535 | GI wire(8 SWG) |
| 536 | GI wire / rope 10 mm diameter |
| 537 | Copper cable - 95/100 sqm |
| 538 | Copper cable - 10 sqm |
| 539 | GI Cable Conduit: 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 requiredJob 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: |
| 540 | 25 mm |
| 541 | 37 mm |
| 542 | 50 mm |
| 543 | 100 mm |
| 544 | STEEL STRUCTURAL WORKS: Supply, fabrication, erection, installation of steel structural works of any type and shape such as cable raks, cable trays, push button control posts etc., as requiredjob complete in all respects including the cost of all labour, tools, material etc., complete.and as per specifications and directions of site engineer/ Engineer-in-Charge. |
| 545 | FLAME PROOF FITTINGS: All equipment under this category shall be suitable (minimum requirments) 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: |
| 546 | FLAMEPROOF TUBELIGHT, 2x22Watt, LED, SUITABLE FOR Exd Gas Group II C, as per IS/IEC 60079-2007 |
| 547 | FLAMEPROOF LED FLOOD LIGHT FITTING 90 W: Supply, installation, testing & commissioning of Ex"d" (Flameproof) Flood Light Fixture with provision ofCable Entries: 2 Nos. x 3/4" ET, Cable Glands: 2 Nos. x 3/4" ET (Max. OD 20mm) - Ex"d"(IIA/IIB), Double Compression type, Brass Nickel Plated with PVC Hood. Blanking Plug: 1 No. x 3/4" ET - Ex"d", Brass Nickel Plated. Gasket: Neoprene, Hardware: SS 304, Earthing: External 2 Nos. (M6), Internal 1 No. (M5), and as per attached detailed technical specification. |
| 548 | FLAMEPROOF LED FLOOD LIGHT FITTING 45 W: Supply, installation, testing & commissioning of Ex"d" (Flameproof) Flood Light Fixture with provision ofCable Entries: 2 Nos. x 3/4" ET, Cable Glands: 2 Nos. x 3/4" ET (Max. OD 20mm) - Ex"d"(IIA/IIB), Double Compression type, Brass Nickel Plated with PVC Hood. Blanking Plug: 1 No. x 3/4" ET - Ex"d", Brass Nickel Plated. Gasket: Neoprene, Hardware: SS 304, Earthing: External 2 Nos. (M6), Internal 1 No. (M5), and as per attached detailed technical specification. |
| 549 | FLP/WP EXHAUST FANS: |
| 550 | Flame proof, weather proof, single phase, 12" exhaust fan, IP65, Gas Group IIC of reputed make alongwith supporting frame, bolts, louvers, flame proof motor, including supply & installation of flameproof double compression cable glands & flame proof plugs for sealing all spare entries, complete in all respects |
| 551 | SHOCK TREATMENT CHART: Supply and installation of shock treatment chart framed in good qualityglass in English / Hindi / Local Language. |
| 552 | CAUTION BOARD: Supply and installation of vitreous enamel caution boards suitable for 440 V/11KV/6.6 KVas per IS 255 including fixing on the wall with all the required hardware etc. complete in English / Hindi/ Local Language. |
| 553 | STAINLESS STEEL INSCRIPTION PLATE: Supply and installation of approved quality stainless steel name inscription plates including anodising, engraving the inscriptions, providing screws, etc. for equipments viz. motors, motor control centres, switchgears, push button stations etc. as required, providing necessary holes tapping etc. and fixing the same complete in all respect as per the direction of Site Engineer/Engineer-in-charge including the cost of all labour, tools etc. |
| 554 | PLASTIC INSCRIPTION PLATE: Supply and installation of approved quality plasticname inscription plates including engraving the inscriptions, providing screws, etc. for equipments viz. motors, motor control centres, switchgears, push button stations etc. as required, providing necessary 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. |
| 555 | 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 . Thecircuit wiring with 4 Sq.mm PVC copper wire from D.B. to switchboard as required is also in the scope of the contractor: |
| 556 | 1 light point controlled by 1 switch. |
| 557 | 2 light points controlled by 1 switch |
| 558 | 3 light points controlled by 1 switch |
| 559 | Ceiling fan wiring: Wiring with PVC insulated 2.5 sqmm copper conductor wire for fan points (1 fan point controlled by 1 modular switch) including providing space for electronic regulator in switch box, providing and fixing fan hook in the ceiling as per specifications and drawings. |
| 560 | Exhaust fan / wall bracket fan wiring: 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. |
| 561 | 16 A power plug point wiring: Wiringfor 250 V single phase and neutral 16 amps modular power plug point with PVC insulated 4 sq. mm. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 2.5 sq. mm copper conductor earthing insulated continuity wire, complete with providing and fixing of 6 pin 16/6A modular socket and 20/10 A modular switch (1 plug point per circuit) as per specifications and drawings |
| 562 | 6 A plug point wiring: Wiring for 250 V single phase and neutral 6 amps modular plug point with PVC insulated 2.5 sq. mm. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 1.5 sq. mm copper conductor earthing insulated continuity wire, complete with providing and fixing of 5 pin 6A modular socket and 10 A modular switch (1 plug point per circuit) as per specifications and drawings. |
| 563 | AC point wiring: Point wiring for power plug point with 4 sq.mm stranded PVC insulated copper wire including earthing the third pin with 2.5 sq. mm copper insulated earthing wire complete with supply and fixing of recessed mounted industrial type 3 pin 32 A metal cladsocket and plug, 20A MCB (Motor duty) housed in a 16 gauge M.S. Box. |
| 564 | Lighting Distribution Board / AC Distribution Board: Supply , installation, testing and commissioning of TPN lighting / AC Distribution board ofapproved make, with rating and feeders as per specification. The DB shall be of IP-42 protection class and shall conform to IS 8623. The board shall be fitted with an acrylic door as per specifications and drawings: |
| 565 | Type III Distribution Board: Double Door EURODB of Havells or equivalent approved make having bus bar 200 A TPN, 1 Incomer 125 A FP MCB Isolator with 125 A FP RCCB (Senstivity 100 mA) alongwith 3 numbers 63 A TPN MCB as per specification. |
| 566 | Type IV DIstribution Board: Double Door Translucent Euro DB of Havells or approved make, 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. |
| 567 | Type V Distribution Board: Double Door, EURO DB of Havells or equivalent approved make having 200 A TPN Bus Bar, 1 x 100 A FP MCB, 1x100 A FP RCCB (100 mA Sensitivity), 9x32 A SPN Motor duty MCB as per specification. |
| 568 | Critical Light DB: Euro DB DBOXx of Havells or equivalent make complete with bus bar, neutral links, earth links and 1 x 6 A MCB SPN & 7x2 A SPN MCB. |
| 569 | 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: |
| 570 | Recess mounting type LED light fittings with LEDs: Supply & fixing of Recess mounted weather proof LED light fitting of PHILLIPS or equivalent approved make with LED of 42 W or more, having 2950 lumens or more output complete with all accessories such as LED module,driver ,optics,thermal sink,connector blocks etc including installation with LED of approved make. |
| 571 | Suspended type LED light fittings with LEDs: Supply and fixing of surface mounted weather proof LED light fitting of PHILLIPS or equivalent approved make with LED of 42 W or more, having 2950 lumens or more output complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation with LED of approved make. |
| 572 | LED-Downlighter light fitting with LED: Supply and fixing of surface mounted weather proof light Downlighter LED of 15 W or more, having 1000 lumens or more output of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation. |
| 573 | Swan neck lighting pole with LED well glass light: Supply, installation, testing and commissioning of swan neck lighting pole of100mm nominal Diameter B class MS pipe (Height of bottom of light fitting shall be 5 meters from FGL), having base Plate 200mmx200mmx5mmalong with Flameproof and Weatherproof 2x18W LED well glass light fitting complete with lamp and builtin control gear and choke of approved make, including supply and installation of earthing conductor of 8 SWG GI wire, nuts, bolts, Neck portion of lighting pole shall made up be of 50mm diameter GI pipe (radius of neck shall be 250mm). The pole shall be painted with 01 coat of primer and 02 coats of aluminium paint. The job shall also include supply and installation of 4 way Flameproof/weather proof junction box (with 4 cable entries) having 8 Nos., 6A, 440V shrouded terminal, with double compression FLP glands/lugs with looping arrangement and supply and termination of 3C X 2.5 sq. mm. armoured copper PVC/XLPE insulated cable from JB to light fitting The job complete in all respects as per specifications, drawings and instructions of EIC / Site engineer. |
| 574 | LED street light: Installation, testing, commissioning charges of LED street light including supply of 5 m high GI pole and associated civil foundation works complete in all respects. |
| 575 | Ceiling fan: Ceiling fan, BEE 5 star rated,with electronic regulator & other accessories and fittings etc. of approved make with 56" Sweep size |
| 576 | Wall mounted fan: 12" Oscillating wall mounted bracket fan, noiseless, plastic moulded construction, rotary device for 3 step speed control integrated unit of approved make with all accessories complete in all respect. |
| 577 | 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 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. |
| 578 | 18" Sweep |
| 579 | 12" Sweep |
| 580 | PVC Conduit pipesSupply, 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.: |
| 581 | 19 mm |
| 582 | 25 mm |
| 583 | 32 mm |
| 584 | Supplying and laying reinforced cement concrete light duty hume pipe, non pressure type (NP3), centrifugallycast conforming to I.S.458 with 1:3:6concrete casing at joints as required with necessary slope including excavation, backfilling, supply of collars, 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, drawingand the direction of the EIC/Site Engineer: |
| 585 | 300 mm dia |
| 586 | 200 mm dia |
| 587 | Modular Cable Transit (MCT): Supply fixing and erection of modular cable transit (MCT) for cable entry to building in proper frame including supply of peelable type, spare block, stay plates compression wedgs etc. with all accessories as per specification considering 20 % minimum spare in each module to be installed as per instruction of Engineer in charge/ site engineer: |
| 588 | Galvanised mild steel frame with packing space of Min.120x240 mm with multi diameter blocks and accessories with peeling off arrangement to adjust cable size from 3.5mm to 99mm outer dia. |
| 589 | Lightining Arrestor: |
| 590 | 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 4 Meter long copper lightning arrestor with 5 spronged phenyl rod base plate etc. complete with necessary insulators including supply and fixing of 50 x 6 mm GI earthing strip of required length and connection to the main earthing grid. |
| 591 | Installation of High Mast Tower(s) as per technical specification - |
| 592 | 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 basecompartment 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 30m height High Mast Tower |
| 593 | 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 30m height High Mast Tower |
| 594 | CP Works |
| 595 | 1 CP Works - TCP Service |
| 596 | Pipe to Soil potential Readings : Measurement, recording and submission of Pipe to Soil Potential readings by connecting / disconnecting the Mg anodes (for achieving optimal protection through TLPs) along the entire pipeline and at stations, including preparing and submiting relative PSP profile and other relevant data pertaining to the cathodic protection of the pipeline, including cost of all labour, instruments and services rendered. The readings shall be furnished as per the specifications and as per the directions of the Site Engineer/Engineer-in-Charge. |
| 597 | PSP Readings |
| 598 | 2 CP Works - PCP Supply |
| 599 | Supply of Solid State Diode Decoupling Device of approved make including required length of cable as per specifications for protection of MOVs and at HT line crossing locations |
| 600 | Solid State Decoupling Device |
| 601 | Supply of Surge Arrestors of approvedmake including required length of cable & as per specifications for protection of insulating couplings |
| 602 | Surge Arrestor/ Surge Diverter |
| 603 | Supply of Cathodic Protection unit of approved make, complete in all respects as given in the specification with all its accessories to ensure trouble free operation |
| 604 | 230 V AC Operated automatic type Cathodic Protection Transformer Rectifier (CPTR) unit of rating 25 V,25 A DC with SCADA linkage facility as per specifications |
| 605 | Automatic type Cathodic Protection Power Supply Module (CPPSM) cum Cathodic Protection Transformer Rectifier (CPTR) unit with 48 V DC & 230 V AC input and 25 V, 25 A DC output along with DC-DC converter & TRU with built in digital data logger having GSM mobile phone connectivity, SCADA linkage and data downloading facilities for data downloading/monitoring,complete as an intergral unit, as per specifications and of approved make |
| 606 | Supply of junction box of approved make as per specification detailed in the tender document complete with all connecting terminal & shunts, other fittings, DC bus, MS plate box, bakelite terminal board, cable termination bolts, painting etc. |
| 607 | Flame proof & Weather proof junction Box |
| 608 | Supply of wall mounted DC distribution board of approved make in IP-42 ingress protection for power supply to CP equipments as given in technicalspecifications |
| 609 | DC distribution board with one incomer, 100 A DP MCB& outgoing feeders 1x63A DP MCB & 2x32 A DP MCB |
| 610 | Supply of XLPE insulated , PVC sheathed cable, 1100 v gradeconforming to IS: 7098 (P-1) as per specifications and approved make |
| 611 | Copper Cable size 1cx35 sq. mm Armoured |
| 612 | Copper Cable size 1cx25 sq.mm Armoured |
| 613 | Copper Cable size 2cx6 sq.mm Armoured |
| 614 | Copper Cable size 2cx70 sq.mm Armoured |
| 615 | Supply ofCu- Cuso4permanent Half cell with minimum 10 m length of tail cable, as per specifications of approved make |
| 616 | Supply ofCu- Cuso4portableHalf cell, as per specifications of approved make |
| 617 | Supply of Pipe cum cable locator of approved make as per specifications complete in all respects |
| 618 | Supply of hand held data logger for ON/OFF PSP measurement alongwith carrying case, data downloading cable and other required accessories complete as per specifications and approved make |
| 619 | 3 CP Works - PCP Services |
| 620 | Installation of solid state decoupling device as per specifications including terminating the cables in the TLP box with cable lugs, sealing material, laying of cable, testing & commissioning of Zinc anodes etc. all complete with required material, excavation, backfilling etc. as per specification and directions of Site Engineer/ Engineer-in-Charge. |
| 621 | Solid State Decoupling Device |
| 622 | Installation of surge arrestors including terminating the cables, laying of cable, testing & commissioning of surge arrestors etc. all complete with required material, excavation, backfillingetc. as per specification and directions of Site Engineer / Engineer-in-Charge. |
| 623 | Surge Arrestor/ Surge Diverter |
| 624 | Installation of permanent half cells including connecting the cable in the TLP etc. with cable lugs, sealing material, laying of cable, testing & commissioning of cell etc. all complete with required material, excavation, backfillingetc. as per specifications, recommendation of cell supplier and directions of Site Engineer / Engineer-in-Charge. |
| 625 | Permanent half cell |
| 626 | 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. |
| 627 | Coating Resistance Survey |
| 628 | Conducting Close Interval ON/OFF Potential Logging Survey at an interval of 1 m over the buried line in the right of way including the cost of all expert manpower, transportation and camping facilities etc. to their employees, materials, test instruments, equipments, consumables etc., required for the survey as per the standard specifications, and approved procedures identification of areas/locations where coating repair is required alongwith suggestion for remedial measures etc. including the submission of draft reports in 2 sets and incorporation of owner"s comments in the draft report and final reports in 6 sets including one soft copy containing the survey results in the graphical as well as tabular forms computerised colour print and complete in all respects and directions of Site Engineer / Engineer-in-Charge. |
| 629 | Close Interval ON/OFF Potential logging |
| 630 | Close Interval Natural Potential logging |
| 631 | Conducting Direct Current Voltage Gradient Survey over the buried line to identify / pin point the coating defects in the right of way including the cost of all expert manpower, transportation and camping facilities etc. to their employees, materials, test instruments, equipments, consumables etc., required for the survey as per the standard specifications and approved procedures, identification of areas/locations where coating repair is required alongwith suggestion for remedial measures etc. including the submission of draft reports in 2 sets and incorporation of owner"s comments in the draft report and final reports in 6 sets including one soft copy containing the survey results in the graphical as well as tabular forms computerised colour print and complete in all respects as per directions of Site Engineer / Engineer-in-Charge. Note : The item includes establishing the coating defect at specified locations by excavation in coordination with mainline contractor, who will arrange to repair the defects. |
| 632 | Direct Current Voltage Gradient Survey |
| 633 | Conducting "Soil Resistivity Survey" at anode bed location after ascertaining its suitablity with respect to the existing system , for installation of Anode Bed (deep / shallow / distributed), as per the specification, approved procedures and instructions of Site Engineer / Engineer-in-Charge. |
| 634 | Soil Resitivity Survey |
| 635 | Conducting AC interference survey, to detect presence of any AC voltage(induced owing to proximity of any HT transmission line (66 KV and above) crossing or running parallel within a distance of 20 M from thepipeline alignment as per approved procedure. The work shall be completed in all respects including survey recommending mitigation measures & post mitigation survey. The work includes all tools, tackles, consumables etc. all complete, required for survey / test as deemed necessary and as per the directions of the site engineer / Engineer-in-Charge. Note : AC interference survey shall be done at respective TLP by connecting data logger to maintain record for minimum 24 hours. The data to be submitted for each such TLP alongwith coloured graph and recommendations. |
| 636 | AC interference survey |
| 637 | Conducting Mututal Interference Survey among the new and existing pipelines / facilities(foreign) by taking PSP survey of all the pipelines as per approved procedure todetermine level of interference at different places along the pipelineand at point of crossing in common ROW including identifying points andproviding the data/ record in graphical form and carrying out all necessary work for mitigating the interference observed among the pipelines , including retesting the same to ensure efficacy of the remedial measures undertaken.The contractor shall submit a full final report with detailed PSP readings at all TLPs along with graphsin 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. |
| 638 | Mutual Interference Survey |
| 639 | Cathodic Protection Units Erection, testing and commissioning of cathodic protection units (CPTR/CPPSM); including supply and installation of all facilities, materials etc., including fuses, all supporting structures, laying and connecting the 1100 V Grade power cable (2 runs of 1Cx25 sqmm Cu. conductor XLPE insulated Armoured Cable) from DCDB to CPPSM unit / laying and connecting the 1100 V Grade power cable (owner provided 1 run of 3Cx10 sqmm Al. conductor XLPE insulated Armoured Cable) from ACDB to CPTR unit,providing the earthing arrangement. The work includes furnishing the test results by conducting all the NO LOAD and ON LOAD tests on the CP units and adjusting settings as required and testing the pipeline section for full cathodic protection for entire stretch. The job complete in all respect shall include costof all labour, tools as per specifications and directions of the Site Engineer / Engineer-in-Charge. |
| 640 | Installation and commissioning of wall mounted DCDB including supply of all cable end lugs, cable glands, fittings & fixtures and all 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 |
| 641 | DC distribution board |
| 642 | Laying of anode header / cathode / reference cell cables at a minimum depth of 1 meter and connection to the CP unit / pipeline / half cell etc. The work includes excavation, installation, supply of all required materials such as sealing materials, lugs, PVC sleeve, repair materials etc., and carrying out all works such as exposing pipe, coating repair, cad welding / pin brazing, backfilling etc.,; in all types of strata and soil (including rock) by making the trench, back filling the trench, cable terminations, work complete in all respects including cost of all labour, material, tools etc. as per specification and instruction of Site Engineer / Engineer-In-Charge and approved drawings. |
| 643 | 1cx35 sq. mm |
| 644 | 1cx25 sq. mm |
| 645 | 2cx6 sq. mm |
| 646 | Measuring, recording and submitting the cathodic protection readings along the entire pipeline by repeated adjustments of the settings of the CPTR/CPPSM units etcas 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 pipelineincluding the CP station parameters like current(AC/DC), voltage(AC/DC),circuit resistance ,battery voltage/current etc.,preparing and submitting pipe to soil potential profile, graphsand other datapertaining 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. |
| 647 | CP Readings |
| 648 | Final Commisioning of CP system Final Commissioning of the impressed current cathodic protection system for the mainline for achieving full protection as per protection criteria as mentioned in the specifictions through repeated adjustments of the CP units after installation of galvanic anodes for hot spot protection and mitigation of AC/ DC interference, if any and submission of the resultant data to the owner and testing, measuring, recording and submitting all these data once again after the lapse of a period as per specifications / directions of the Site engineer / Engineer-in-Charge, including the cost of all labour tools and materials as required, complete in all respect. |
| 649 | Cathodic Protection Units Erection, testing and commissioning of cathodic protection units (CPTR/CPPSM); including supply and installation of all facilities, materials etc., including fuses, all supporting structures, laying and connecting the 1100 V Grade power cable (2 runs of 1Cx25 sqmm Cu. conductor XLPE insulated Armoured Cable) from DCDB to CPPSM unit / laying and connecting the 1100 V Grade power cable (owner provided 1 run of 3Cx10 sqmm Al. conductor XLPE insulated Armoured Cable) from ACDB to CPTR unit,providing the earthing arrangement. The work includes furnishing the test results by conducting all the NO LOAD and ON LOAD tests on the CP units and adjusting settings as required and testing the pipeline section for full cathodic protection for entire stretch. The job complete in all respect shall include costof all labour, tools as per specifications and directions of the Site Engineer / Engineer-in-Charge. |
| 650 | 4 CP Works - PCP Composite |
| 651 | Zinc Anode for Hot spot protection : Supply, Installation , testing and commisioning of Zinc anode (minimum 10 Kg each) including its tail cable of size of 1c x 25 sq.mm. XLPE/ PVC insulated stranded copper cable of total length 10 meter including PVC cap, special back-fill material ( filled in cotton sack) with sealing compound complete in all respect including its excavations, back filling etc. as per specifications and drawings. The work complete in all respect shall include supply of all labour , tools etc. and shall be carried out as per the directions of the Site Engineer / Engineer-in-Charge and as per AFC drawings. |
| 652 | Zinc Anode |
| 653 | Supply& installation of Anode bed ( deep well type with MMO anodes) as per the approved configuration for Impressed Current Cathodic Protection systemincluding 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 betweenincluding laying of PVC sleeve / trunk pipe, casing pipe , centralizers, vent pipe& drawing all the lead wires through the pipe and connecting the same with Anode bus in Anode junction box including erection and providingfoundation of Anode Junction Box as per specifications inlcudingsupply, excavation, backfill of earth etc.as per specification & also compacting the same with soil for restoring it to normal finished ground level all complete with all labour & material asper instruction of Site Engineer / Engineer-in-Charge, Specifications and approved drawings. Note : Each Anode bed means anode bed at each location irrespective of number of anode strings required. |
| 654 | Mainline CP & Station CP : Anode bed deep well type |
| 655 | Supply& installation of Anode bed ( shallow type ) as per the approved configuration for "Impressed Current Cathodic Protection" system including supply, laying & termination of all anodes, anode tail cable (XLPE insulated copper conductor) suitable with length for connecting upto Anode junction box without any joints in betweenincluding 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 includingsupply of back fill material, excavation, backfill of earth and filling the sand with requisite back fill material as per specification & also compacting the same with soil for restoring it to normal finished ground level all complete with all labour and material asper instruction of Site Engineer / Engineer-in-Charge, Specifications and approved drawings. Note : Each Anode bed means anode bed at each location irrespective of number of anode strings required. |
| 656 | Mainline CP : Anode bed shallow type |
| 657 | Cable Marker Supply, erectionandinstallation of MS cable markers; including excavation,installation of the markers,cement concrete grouting, back-filling etc.requiredasper drawings,specificationsand directions oftheSite Engineer,including the cost of all materials, labour,tools etc. complete in allrespects as per the directions of Site Engineer / Engineer-in-Charge. |
| 658 | Cable marker |
| 659 | Supply & installation of GSM based digital data logger of approved make for remote monitoring of PSP, alongwith supply and installation of permanent reference cell of approved make with tail cable (10 m), including making all connections, all labour and materials as per specification and approved design. |
| 660 | Data logger |
| 661 | Test Lead Point: Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricated MS Sheet (Thickness : 3 mm top/side/rear/front & 5 mm : Bottom plates) with hinged front door, Heavy Guage MS pipe 100 mm nominal diameter, Phenolic laminated terminal plate, brass terminal bolts, neoprene gasket for front door, vandal proof concealed lock, etc as per latest revision of Standard AFC drawing (9200-99900-404-603-00 : STD-483). The workincludes 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 brazingtechnique), repairing the damage to coat & wrap (with coating repair etc.), back filling the trenches, cleaning the site, applyingepoxy 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. |
| 662 | TLP type "A" , flame proof & weather proof as per specifications and drawing (With inbuilt provision of Voltmeter & pushbutton for PSP Measurment) |
| 663 | Flameproof Type E (With Ingress Protection IP:55) - with inbuilt provision of Voltmeter and Pushbutton for PSP Measurment. |
| 664 | 5 CP Works - TCP Composite |
| 665 | Magnesium Anode: Supply, Installation , testing and commisioning of Magnesium anode (minimum 7.6 Kg each) including its tail cable of size of 1c x 6 sq.mm. XLPE/ PVC insulated stranded copper cable of total length 10 meter including PVC cap, special back-fill material ( filled in cotton sack) with sealing compound complete in all respect including its excavations, back filling etc. as per specifications and drawings. The work complete in all respect shall include supply of all labour , tools etc. and shall be carried out as per the directions of the EIC/ Site Engineer and as per AFC drawings. |
| 666 | Magnesium Anode |
| 667 | Test Lead Point: Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricated MS Sheet (Thickness : 3 mm top/side/rear/front & 5 mm : Bottom plates) with hinged front door, Heavy Guage MS pipe 100 mm nominal diameter, Phenolic laminated terminal plate, brass terminal bolts, neoprene gasket for front door, vandal proof concealed lock, etc as per latest revision of Standard AFC drawing (9200-99900-404-603-00 : STD-483). The workincludes 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 brazingtechnique), repairing the damage to coat & wrap (with coating repair etc.), back filling the trenches, cleaning the site, applyingepoxy 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. |
| 668 | Type A (With Ingress Protection IP:55) |
| 669 | Type B (With Ingress Protection IP:55) |
| 670 | Type C (With Ingress Protection IP:55) |
| 671 | Type D (With Ingress Protection IP:55) |
| 672 | Type DAC (With Ingress Protection IP:55) |
| 673 | Preparation & installation of corrosion coupon from owner supplied coated pipe. which involves preparation of sample of size 2"x4", application of pipeline coating material on the coupon, soldering 6 sq. mm. cable with coupon, sealing the soldered joint with epoxy, positioning the coupon at the pipe line depth and with in a distance of 0.5 M from the pipeline inclusive of cable & terminating the cable in the TLP terminal. The corrosion coupons are to be installed with specified Test lead points for which prior approval to be obtained from Owner. The item also includes supply, installation / laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size as mentioned in the standard drawings, toggle switch, cable glands and lugs etc., complete in all respect. All as per the direction and specification detailed in the document complete with tools, tackles & other necessary requirement for preparation of the coupon. The work complete in all respect shall include supply of all labour, tools etc complete as per the directions of the Site Engineer and as per drawing no. 9200-99900-404-601-01 & 9200-99900-404-607-01. |
| 674 | Corrosion Coupons |
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