|
| 1 | S&F OF PAV 20MM SS WITH FITTINGS |
| 2 | Depressuring,Degassing,segregation of pipeline Dismantling,making blind flages,Modifying drain line pipe of 200mm dia,hydrotesting,Refixing of the same in the main line |
| 3 | Supply, erection and installation of Coupling 25 mm dia SWE, MSS SP 97 #3000 |
| 4 | Supply of 20mm H-Nipple Heavy Class 300# |
| 5 | Supplyof CS Seamless pipe 25mm NB sch 80 |
| 6 | Pipeline fabrication 25NB class BD seamless |
| 7 | Making flanges joint with necessary gaskets,nuts,bolts,copper jumpers etc work complete as per direction of site EIC-100mm dia |
| 8 | Making flanges joint with necessary gaskets,nuts,bolts,copper jumpers etc work complete as per direction of site EIC-50mm dia |
| 9 | Procurement & Supply of Carbon steel Seamless Pipes 300# ( Material: ASTM-A-106 Gr.B SMLS )-CS Pipes B36.10 , BE 50 NB, Sch. 80 |
| 10 | Procurement & Supply of CS W.N.Flanges ( Material: A-105) ( END-RF/125AARH ) ASME B16.5, 300#-50 NB, Sch. 80 |
| 11 | Procurement & Supply of CS W.N.Flanges ( Material: A-105) ( END-RF/125AARH ) ASME B16.5, 300#100 NB, Sch. 80 |
| 12 | Procurement & Supply of CS W.N.Flanges ( Material: A-105) ( END-RF/125AARH ) ASME B16.5, 300#-25 NB, Sch. 80 |
| 13 | Procurement & Supply of CS Blind Flanges ( Material: A-105) 300# RF/125AARH, ASME B16.5-50 NB |
| 14 | 50 NB, Sch. 80 |
| 15 | Handling welding of WNRF -50NB |
| 16 | Handling welding of WNRF and elbow-25NB |
| 17 | Handling welding of WNRF -100NB |
| 18 | Supply, erection and installation of MS Eblow 25 mm Dia S/w |
| 19 | Installation of Valves 25mm NB |
| 20 | vent line Earthing work for lpg line |
| 21 | Supply,fabrication,Erection&transportation of copper strip -40mm*3mm thick for MSV Area |
| 22 | Flusing Fire Hydrant pipeline including making inlet arrangement with necessary gascuts etc, connecting hose pipe, to the inlet as required , and draining the water work,Existing Fire Hydrant pipeline cutting,new line tapping,RF Pad fixing welding 100NB,Old line making blind welding work etc as instructed at site . Required water will be supplied by IOCL. |
| 23 | Supply,Fabrication and Installation at site(threaded joint) GI pipe of various sizes for Sprinkler system and hydrant line,Supply and Fabrication of T-joint for installation of sprinkler nozzle:4 inch |
| 24 | INSTALLATION VALVES/STRAINER50 TO 100NB |
| 25 | Supply & erection of 4\\" MS Flanges |
| 26 | Making flanges joint 4\\" |
| 27 | Supplying the following pipe fittings confirming to ASTM A 234 Gr WPB, Schedule 40,ANSI B 16.9 :90 deg LR bend (1.5D):100 mm dia |
| 28 | Welding of the supplied WNRF/SORF flanges of the following sizes on the pipelines including setting, positioning, setting, welding with min. three runs outside and one run inside (SORF), all leads & lifts etc., complete as per specifications and instructions at site.100 mm dia |
| 29 | Preparation of fabrication drawings, bill of materials, getting approval from consultant/Client, including supply and factory fabrication of Pre-engineered steel structures such as columns, column bracings, sheeting posts, rafters, roof bracings, struts,roof purlins, side runners, sag angles, sag rods, chequered plates,stair cases, ladder, Anchor bolts (anchor bolts supply by Pre Engineered Beam vendor and fixing shall be carried out by civil contractor) etc and all other structural items as required in case of canopies at ROs. This includes surface prepartion by shot/grit/copper slag blasting to Swedish Standard SA 2½ for painting, supply and application of Painting for structural members as per specifications (Primer coat: Inorganic Zinc Ethyl Silicate (P1), DFT 65-75 µm; Intermediate coat: Polyamide cured HB Epoxy MIO (U1), DFT 100-125 µm; Finish coat: Two pack Acrylic Poly-Urethane (PU) (F1), DFT 40-50 µm; Total DFT shall be minimum 215 µm)at site of approved colour, including loading, transportation, unloading, delivery at erection site, storage and handling at site, site assembly and finally erection of structures at appropriate location, alignment and bolting/welding of all structures true to line, level, plumb and dimension. The work shall be completed in all respect as per drawings, technical specification and direction of the Engineer-in-Charge. (Payment shall be made based on approved fabrication drawings) |
| 30 | Providing & fixing MS grills ofrequired pattern in frames ofwindowsetc. with M.S. flats, square orround bars etc.including primingcoatwith approved steel primer (fixedto steel windows by welding)all complete. |
| 31 | Clearing jungle including uprootingof rank vegetation, grass, brushwood, trees & saplings of girthupto 30cm measured at a height of 1mabove ground level and removal ofrubbish outside the site and to anunobjectionable place. |
| 32 | Earth work in excavation bymechanical means (Hydraulicexcavator) / manual means overareas (exceeding 30 cm in depth,1.5m in width as well as 10 sqm onplan) including taking out anddisposal of excavated earth withinor outside site to unobjectionableplace and lift upto 1.5m, asdirected by Engineer-in-charge.Disposed earth to be levelled andneatly dressed. Extra forlevelling & neatly dressing ofdisposed soil completely to be paidseparately as per item no.MPLCN00600:iii) Hard Rock(Requiring Blasting) |
| 33 | Providing and laying in positioncement concrete of specified gradeexcluding cost of centering &shuttering. All work up to plinthlevel:vi) 1:3:6(1 Cement : 3 Coarse Sand: 6 Graded stone aggregate of 40mm) |
| 34 | Providing and laying in positionspecified grade of reinforcedcement concrete excluding thecost of centering, shuttering,finishing and reinforcement - Allwork up to plinth level:ii) RCC 1 Cement :1½ Coarse Sand: 3Graded Stone Aggregate 20mm |
| 35 | Centering and shuttering including strutting, propping etc. and removal of form for :i) Foundations,footings,bases ofcolumns, etc. for mass concrete |
| 36 | Supply of Steel reinforcement forR.C.C. including straightening,cutting, bending, placing in position and binding all completeat all levels:ii) Thermo Mechanically TreatedBars of Fe- 500D grade or more,conforming to IS1786 |
| 37 | iii) 20mm dia x 600mm long with 100mm dia x 6 mm thick plate |
| 38 | Carriage charge for disposal ofearth by mechanical means, includingloading, transporting, stacking,unloading to approved municipaldumping ground / unobjectionableplace as per direction of Engineerin-Charge beyond IOCL Premises forall leads and including all lifts.:ii) Distance > 1 km< 3 km |
| 39 | Painting with synthetic enamelpaint of approved brand andmanufacture of required colour togive an even shade with two or morecoats over an under coat ofsuitable shade with ordinary paintofapproved brand and manufacture. |
| 40 | Flusing Fire Hydrant pipeline including making inlet arrangement with necessary gascuts etc, connecting hose pipe, to the inlet as required , and draining the water work,Existing Fire Hydrant pipeline cutting,new line tapping,RF Pad fixing welding 100NB,Old line making blind welding work etc as instructed at site . Required water will be supplied by IOCL. |
| 41 | Supply,Fabrication and Installation at site(threaded joint) GI pipe of various sizes for Sprinkler system and hydrant line,Supply and Fabrication of T-joint for installation of sprinkler nozzle:4 inch |
| 42 | INSTALLATION VALVES/STRAINER50 TO 100NB |
| 43 | Supply & erection of 4\\" MS Flanges |
| 44 | Making flanges joint 4\\" |
| 45 | Supplying the following pipe fittings confirming to ASTM A 234 Gr WPB, Schedule 40,ANSI B 16.9:100 mm dia |
| 46 | Welding of the supplied WNRF/SORF flanges of the following sizes on the pipelines including setting, positioning, setting, welding with min. three runs outside and one run inside (SORF), all leads & lifts etc., complete as per specifications and instructions at site.100 mm dia |
| 47 | Clearing jungle including uprootingof rank vegetation, grass, brushwood, trees & saplings of girthupto 30cm measured at a height of 1mabove ground level and removal ofrubbish outside the site and to anunobjectionable place. |
| 48 | Earth work in excavation bymechanical means (Hydraulicexcavator) / manual means overareas (exceeding 30 cm in depth,1.5m in width as well as 10 sqm onplan) including taking out anddisposal of excavated earth withinor outside site to unobjectionableplace and lift upto 1.5m, asdirected by Engineer-in-charge.Disposed earth to be levelled andneatly dressed. Extra forlevelling & neatly dressing ofdisposed soil completely to be paidseparately as per item no.MPLCN00600:iii) Hard Rock(Requiring Blasting) |
| 49 | Extra for levelling & neatlydressing of disposed soilcompletely as directed by engineerin charge |
| 50 | iii) Manufactured Sand withingrading zone IV |
| 51 | Supply & backfilling with 75mmthick murrum for brick/stonepitchingor under driveway in layers notexceeding 20cm in depth, eachdeposited layer to be compacted byramming,watering and dressingcomplete |
| 52 | Providing and laying in positioncement concrete of specified gradeexcluding cost of centering &shuttering. All work up to plinthlevel:vi) 1:3:6(1 Cement : 3 Coarse Sand: 6 Graded stone aggregate of 40mm) |
| 53 | Providing and laying in positionspecified grade of reinforcedcement concrete excluding thecost of centering, shuttering,finishing and reinforcement - Allwork up to plinth level:ii) RCC 1 Cement :1½ Coarse Sand: 3Graded Stone Aggregate 20mm |
| 54 | Centering and shuttering including strutting, propping etc. and removal of form for :i) Foundations,footings,bases ofcolumns, etc. for mass concrete |
| 55 | Taking out existing CC interlockingpaver blocks from footpathcentral verge, including removal ofrubbish etc., disposal ofunserviceable material out of siteat unobjectionable place andstacking serviceable materialwithin premises as per direction ofEngineer - in-Charge |
| 56 | Laying Corporation suppliedinterlocking paver blocks of anydesign/shape laid in requiredline,level,curvature,colour &pattern over andincluding 50mm thick compacted bedof coarse sand, filling the jointswith fine sand etc. all completeas/ direction of Engineer-in-charge. |
| 57 | iii) Brick work in Cement mortar 1:4 (1 cement: 4 coarse sand) in superstructure in all shapes & sizes in superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL |
| 58 | i) RR masonry in Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 59 | 20mm Cement plaster of mix 1:4(1 cement: 4 fine sand |
| 60 | Demolishing brick workmanually/mechanical means includingstackingof serviceable material & disposalof unserviceable material outsidepremises at an unobjectionableplace as / direction ofEngg-in-charge |
| 61 | Demolishing stone masonrymanually/ by mechanical meansincluding stacking serviceablematerial & disposal of unserviceablematerial outside site atunobjectionable place as perdirection ofEngineer-in-charge: |
| 62 | Carriage charge for disposal ofearth by mechanical means, includingloading, transporting, stacking,unloading to approved municipaldumping ground / unobjectionableplace as per direction of Engineerin-Charge beyond IOCL Premises forall leads and including all lifts.:ii) Distance > 1 km< 3 km |
| 63 | Applying one coat of waterthinnable cement primer of approvedbrand and manufacture on wallsurface : |
| 64 | Providing, laying, spreading and compacting graded stone aggregate(size range 53 mm to .075 mm) towet mix macadam (WMM)specifications including premixingthe material with water at OMCfor all leads and lifts, laying inuniform layers with mechanicalpaver finisher in sub-base/basecourse on well prepared surface andcompacting with vibratory roller of8 to 10 ton capacity to achievethe desired density, complete asper specifications & directions ofEngineer-in- charge |
| 65 | Painting with silicon & acrylicemulsion based water thinnableapproved brand and manufacture onwet or patchy portion of plasteredsurfaces: two coats |
| 66 | Existing roof ,wall scrapping & cleaning work |
| 67 | Supply and Installation of Quatazied Bulb |
| 68 | Sprinkler K-51 Nozzle |
| 69 | Supply, fabrication and Installation at site GI pipe of various size for Sprinkler system. The Item including supply of pipe should be IOCL approved Make , welding of all joints, all lead , lift, Transporting, Consumbles, Including Scafolding and Labour charges etc workas perdirection of EIC.-100 mm dia class c |
| 70 | Supply, fabrication and Installation at site GI pipe of various size for Sprinkler system. The Item including supply of pipe should be IOCL approved Make , welding of all joints, all lead , lift, Transporting, Consumbles, Including Scafolding and Labour charges etc workas perdirection of EIC.-80 mm dia class c |
| 71 | Supply, fabrication and Installation at site GI pipe of various size for Sprinkler system. The Item including supply of pipe should be IOCL approved Make , welding of all joints, all lead , lift, Transporting, Consumbles, Including Scafolding and Labour charges etc workas perdirection of EIC.-65 mm dia class c |
| 72 | Supply, fabrication and Installation at site GI pipe of various size for Sprinkler system. The Item including supply of pipe should be IOCL approved Make , welding of all joints, all lead , lift, Transporting, Consumbles, Including Scafolding and Labour charges etc workas perdirection of EIC.-50 mm dia class c |
| 73 | Supply, fabrication and Installation at site GI pipe of various size for Sprinkler system. The Item including supply of pipe should be IOCL approved Make , welding of all joints, all lead , lift, Transporting, Consumbles, Including Scafolding and Labour charges etc workas perdirection of EIC.-32 mm dia class c |
| 74 | Supply, fabrication and Installation at site GI pipe of various size for Sprinkler system. The Item including supply of pipe should be IOCL approved Make , welding of all joints, all lead , lift, Transporting, Consumbles, Including Scafolding and Labour charges etc workas perdirection of EIC.-25 mm dia class c |
| 75 | Supply, fabrication and Installation of MS Air pipe line, Supply Pipe should be IOCL approved Make, fabrication ,erection ,all lead, lift , welding material , consumbles, transporation and Labour charges work as per direction of EIC.-25mm dia class c |
| 76 | Supply, erection and installation of Cupling 15 mm dia SWE, MSS SP 97 #3000 |
| 77 | Supply, erection and installation of MS Eblow 25 mm Dia S/w |
| 78 | Supply, erection and installation of MS EQU TEE 25 mm Dia S/w |
| 79 | Supply, erection and installation of MS Flange 50 mm Dia, RF/125AARH, ASME B16.5, 1 |
| 80 | 25mm barrel nipple |
| 81 | 16mm anchor bolt |
| 82 | 1 1/2\\" u clamp |
| 83 | Supply, erection and installation of MS Flange 65 mm Dia, RF/125AARH, ASME B16.5, 1 |
| 84 | Supply & erection of 4\\" MS Flanges |
| 85 | Supply & erection of 3\\" MS Flanges |
| 86 | Making flanges joint 4\\" |
| 87 | Making flanges joint 2\\" |
| 88 | Supplying the following pipe fittings confirming to ASTM A 234 Gr WPB, Schedule 40,ANSI B 16.9 :90 deg LR bend (1.5D):100 mm dia |
| 89 | Welding of the supplied WNRF/SORF flanges of the following sizes on the pipelines including setting, positioning, setting, welding with min. three runs outside and one run inside (SORF), all leads & lifts etc., complete as per specifications and instructions at site.-50 mm dia |
| 90 | Welding of the supplied WNRF/SORF flanges of the following sizes on the pipelines including setting, positioning, setting, welding with min. three runs outside and one run inside (SORF), all leads & lifts etc., complete as per specifications and instructions at site.-80 mm dia |
| 91 | Welding of the supplied WNRF/SORF flanges of the following sizes on the pipelines including setting, positioning, setting, welding with min. three runs outside and one run inside (SORF), all leads & lifts etc., complete as per specifications and instructions at site.-100 mm dia |
| 92 | Supplying the following sizes of Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule STD/ as mentioned and dimensions as per ASME B 16.5.REDUCERS (CONCENTRIC)-4\\" x 3\\" dia. reducer. |
| 93 | Supplying the following sizes of Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule STD/ as mentioned and dimensions as per ASME B 16.5.REDUCERS (CONCENTRIC)-3\\"* 21/2\\" dia reducer |
| 94 | Supplying the following sizes of Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule STD/ as mentioned and dimensions as per ASME B 16.5.REDUCERS (CONCENTRIC)-21/2\\"*2\\" dia reducer |
| 95 | Supplying the following sizes of Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule STD/ as mentioned and dimensions as per ASME B 16.5.REDUCERS (CONCENTRIC)-11/4\\"*1\\" dia reducer |
| 96 | Preparation of fabrication drawings, bill of materials, getting approval from consultant/Client, including supply and factory fabrication of Pre-engineered steel structures such as columns, column bracings, sheeting posts, rafters, roof bracings, struts,roof purlins, side runners, sag angles, sag rods, chequered plates,stair cases, ladder, Anchor bolts (anchor bolts supply by Pre Engineered Beam vendor and fixing shall be carried out by civil contractor) etc and all other structural items as required in case of canopies at ROs. This includes surface prepartion by shot/grit/copper slag blasting to Swedish Standard SA 2½ for painting, supply and application of Painting for structural members as per specifications (Primer coat: Inorganic Zinc Ethyl Silicate (P1), DFT 65-75 µm; Intermediate coat: Polyamide cured HB Epoxy MIO (U1), DFT 100-125 µm; Finish coat: Two pack Acrylic Poly-Urethane (PU) (F1), DFT 40-50 µm; Total DFT shall be minimum 215 µm)at site of approved colour, including loading, transportation, unloading, delivery at erection site, storage and handling at site, site assembly and finally erection of structures at appropriate location, alignment and bolting/welding of all structures true to line, level, plumb and dimension. The work shall be completed in all respect as per drawings, technical specification and direction of the Engineer-in-Charge. (Payment shall be made based on approved fabrication drawings) |
| 97 | M18 Threaded rod 700mm long |
| 98 | Sprinkler K-79 Nozzle |
| 99 | Sprinkler K-18 Nozzle |
| 100 | Supply & installation of MS Galvanized \\"U\\" clamp of size including providing M16 U-boltswith nuts suitable for the following size of pipeline;-65mm dia |
| 101 | Supply & installation of MS Galvanized \\"U\\" clamp of size including providing M16 U-boltswith nuts suitable for the following size of pipeline;-80mm dia |
| 102 | Supply & installation of MS Galvanized \\"U\\" clamp of size including providing M16 U-boltswith nuts suitable for the following size of pipeline;-100mm dia |
| 103 | Air line tapping,Sprinkler line tapping work |
| 104 | Facility names on various Sheds: iv) Letter of size from 26 to 70 cms |
| 105 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. |
| 106 | Painting on G.S. sheet with synthetic enamel paint of approved brand & manufacture of required colour to give an even shade, 2 or more coats,including a coat of approved steel primer but excluding a coat of mordant solution |
| 107 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. |
| 108 | Surface Preparation: St-2Primer: Red Oxide Zinc Phosphate Primer (P3) 30-35µFinish Coat: Aluminium finish Paint (F2) 30-40µ (2coats of 15-20µ)Total DFT 60µ |
| 109 | Fabrication & Erection of IOCsupplied structural steel workriveted,bolted or welded in single/ builtup sections,trusses & framed workhoisting, fixing in position andapplying a priming coat of approvedsteel primer all including cutting,complete |
| 110 | i) Profile Sheet for roofing |
| 111 | Borewell motor shed,Sheet removing work |
| 112 | Drive unit motor disamantling work |
| 113 | Earth work in excavation bymechanical means (Hydraulicexcavator) / manual means overareas (exceeding 30 cm in depth,1.5m in width as well as 10 sqm onplan) including taking out anddisposal of excavated earth withinor outside site to unobjectionableplace and lift upto 1.5m, asdirected by Engineer-in-charge.Disposed earth to be levelled andneatly dressed. Extra forlevelling & neatly dressing ofdisposed soil completely to be paidseparately as per item no.MPLCN00600:iii) Hard Rock(Requiring Blasting) |
| 114 | Extra for levelling & neatlydressing of disposed soilcompletely as directed by engineerin charge |
| 115 | Taking out existing CC interlockingpaver blocks from footpathcentral verge, including removal ofrubbish etc., disposal ofunserviceable material out of siteat unobjectionable place andstacking serviceable materialwithin premises as per direction ofEngineer - in-Charge |
| 116 | Laying Corporation suppliedinterlocking paver blocks of anydesign/shape laid in requiredline,level,curvature,colour &pattern over andincluding 50mm thick compacted bedof coarse sand, filling the jointswith fine sand etc. all completeas/ direction of Engineer-in-charge. |
| 117 | iii) Brick work in Cement mortar 1:4 (1 cement: 4 coarse sand) in superstructure in all shapes & sizes in superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL |
| 118 | Providing and laying in positioncement concrete of specified gradeexcluding cost of centering &shuttering. All work up to plinthlevel:vi) 1:3:6(1 Cement : 3 Coarse Sand: 6 Graded stone aggregate of 40mm) |
| 119 | 20mm Cement plaster of mix 1:4(1 cement: 4 fine sand |
| 120 | Providing mastic flooring 25mm thickness |
| 121 | Removing of old Mastic flooring |
| 122 | Supply &laying of 50 x 6 mm G.I. Earth Strip |
| 123 | Bus bar: Earthing 50*6 |
| 124 | Supply of earthing Cable 16sqmm Allu |
| 125 | Laying of earthing Cable 16sqmm Allu |
| 126 | Connection of earthing wires using M10 SS nut & Bolts for all lights. |
| 127 | Supply and termination of Alluminium leg 16sqmm |
| 128 | Fire Fighting Equipment -HD Monitor-100mm NB |
| 129 | Pipeline (UG) of all Product/ Water & its fittings Clean to SSPC SP 2 hand cleaning wirebrushing. Coating/ Wrapping tape as per specification in the tender.-80 mm dia |
| 130 | Pipeline (UG) of all Product/ Water & its fittings Clean to SSPC SP 2 hand cleaning wirebrushing. Coating/ Wrapping tape as per specification in the tender.-100 mm dia |
| 131 | Pipeline (UG) of all Product/ Water & its fittings Clean to SSPC SP 2 hand cleaning wirebrushing. Coating/ Wrapping tape as per specification in the tender.-150 mm dia |
| 132 | Pipeline (UG) of all Product/ Water & its fittings Clean to SSPC SP 2 hand cleaning wirebrushing. Coating/ Wrapping tape as per specification in the tender.-200 mm dia |
| 133 | Pipeline (UG) of all Product/ Water & its fittings Clean to SSPC SP 2 hand cleaning wirebrushing. Coating/ Wrapping tape as per specification in the tender.-250 mm dia |
| 134 | Pipeline (UG) of all Product/ Water & its fittings Clean to SSPC SP 2 hand cleaning wirebrushing. Coating/ Wrapping tape as per specification in the tender.300 mm dia |
| 135 | Clearing jungle including uprootingof rank vegetation, grass, brushwood, trees & saplings of girthupto 30cm measured at a height of 1mabove ground level and removal ofrubbish outside the site and to anunobjectionable place. |
| 136 | Earth work in excavation bymechanical means (Hydraulicexcavator) / manual means overareas (exceeding 30 cm in depth,1.5m in width as well as 10 sqm onplan) including taking out anddisposal of excavated earth withinor outside site to unobjectionableplace and lift upto 1.5m, asdirected by Engineer-in-charge.Disposed earth to be levelled andneatly dressed. Extra forlevelling & neatly dressing ofdisposed soil completely to be paidseparately as per item no.MPLCN00600:iii) Hard Rock(Requiring Blasting) |
| 137 | Extra for levelling & neatly dressing of disposed soilcompletely as directed by engineer in charge |
| 138 | Taking out existing CC interlockingpaver blocks from footpathcentral verge, including removal ofrubbish etc., disposal ofunserviceable material out of siteat unobjectionable place andstacking serviceable materialwithin premises as per direction ofEngineer - in-Charge |
| 139 | Laying Corporation suppliedinterlocking paver blocks of anydesign/shape laid in requiredline,level,curvature,colour &pattern over andincluding 50mm thick compacted bedof coarse sand, filling the jointswith fine sand etc. all completeas/ direction of Engineer-in-charge. |
| 140 | iii) Brick work in Cement mortar 1:4 (1 cement: 4 coarse sand) in superstructure in all shapes & sizes in superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL |
| 141 | Providing and laying in positioncement concrete of specified gradeexcluding cost of centering &shuttering. All work up to plinthlevel:vi) 1:3:6(1 Cement : 3 Coarse Sand: 6 Graded stone aggregate of 40mm) |
| 142 | 20mm Cement plaster of mix 1:4(1 cement: 4 fine sand |
| 143 | Carriage charge for disposal ofearth by mechanical means, includingloading, transporting, stacking,unloading to approved municipaldumping ground / unobjectionableplace as per direction of Engineerin-Charge beyond IOCL Premises forall leads and including all lifts.:ii) Distance > 1 km< 3 km |
| 144 | Fabrication & Erection of IOCsupplied structural steel workriveted,bolted or welded in single/ builtup sections,trusses & framed workhoisting, fixing in position andapplying a priming coat of approvedsteel primer all including cutting,complete |
| 145 | Construction of Earth pit, Supply and laying of earth strips along with interconnections earth pit as per IS-3043 and as per tenderspecifications |
| 146 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. |
| 147 | Providing and fixing concertinacoil fencing with punched tapeconcertina coil 600 mm dia 10 metreopenable length (total length90 m), having 50 nos rounds per 6metre length, upto 3 m heightof wall with existing angle iron'X' shaped placed 3.00 m apart andwith 5 horizontal R.B.T. reinforcedbarbed wire, stud tied withG.I. staples and G.I. clips toretain horizontal, includingnecessarybolts or G.I. barbed wire tied toangle iron, all complete as perdirection of Engineer-in-charge,with reinforced barbed tape(R.B.T.)/Spring core (2.5mm thick) wire ofhigh tensile strength of 165kg/sq.mm with tape (0.52 mm thick)and weight 43.478 gm/ metre(cost of M.S. angle, C.C. blocksshall be paid separately) |
| 148 | Dismantling barbed wire orflexible wire rope in fencingincluding making rolls and stacking within premises. |
| 149 | Dismantling and stacking withinpremises, fencing posts or strutsincluding all earth work anddismantling of concrete etc. inbase of :i) T’ or ‘L’ iron or pipe |
| 150 | iii) Brick work in Cement mortar 1:4 (1 cement: 4 coarse sand) in superstructure in all shapes & sizes in superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL |
| 151 | 20mm Cement plaster of mix 1:4(1 cement: 4 fine sand |
| 152 | Fabrication & Erection of IOCsupplied structural steel workriveted,bolted or welded in single/ builtup sections,trusses & framed workhoisting, fixing in position andapplying a priming coat of approvedsteel primer all including cutting,complete |
| 153 | Painting with synthetic enamelpaint of approved brand andmanufacture of required colour togive an even shade with two or morecoats over an under coat ofsuitable shade with ordinary paintofapproved brand and manufacture. |
| 154 | Preparation of fabrication drawings, bill of materials, getting approval from consultant/Client, including supply and factory fabrication of Pre-engineered steel structures such as columns, column bracings, sheeting posts, rafters, roof bracings, struts,roof purlins, side runners, sag angles, sag rods, chequered plates,stair cases, ladder, Anchor bolts (anchor bolts supply by Pre Engineered Beam vendor and fixing shall be carried out by civil contractor) etc and all other structural items as required in case of canopies at ROs. This includes surface prepartion by shot/grit/copper slag blasting to Swedish Standard SA 2½ for painting, supply and application of Painting for structural members as per specifications (Primer coat: Inorganic Zinc Ethyl Silicate (P1), DFT 65-75 µm; Intermediate coat: Polyamide cured HB Epoxy MIO (U1), DFT 100-125 µm; Finish coat: Two pack Acrylic Poly-Urethane (PU) (F1), DFT 40-50 µm; Total DFT shall be minimum 215 µm)at site of approved colour, including loading, transportation, unloading, delivery at erection site, storage and handling at site, site assembly and finally erection of structures at appropriate location, alignment and bolting/welding of all structures true to line, level, plumb and dimension. The work shall be completed in all respect as per drawings, technical specification and direction of the Engineer-in-Charge. (Payment shall be made based on approved fabrication drawings) Please Enable Macros to View BoQ information |
