Tender For Station Works At Rupkhelia in India

Work Detail

Tender For Station Works At Rupkhelia- 1 PIPING WORKS (RUPKHELIA TERMINAL (EPMC SERVICES FOR DEVELOPMENT OF RUPKHELIA PIPELINE TERMINAL)) 2 FABRICATION, ERECTION, INSTALLATION AND TESTING OF PIPING 3 Receiving and taking over of all Owner supplied materials from Owner"s designated place(s) of issue, transportation including loading, unloading, handling from Owner"s designated place(s) of issue to Contractor"s own stock yard(s) / work site(s) / work shop(s) including arranging all necessary intermediate storage area(s) thereof, as required; supply of all materials (except those specified subsequently in SOR), equipment, consumables as defined in Contractor"s scope of supply and their transportation to the work site(s); performing all above ground/buried piping fabrication works including cutting, edge preparation (inclusive of grinding the edges of pipes, fittings, flanges etc. to match with the matching edges of uneven / different thickness wherever required), fit up, bending, pre-heating wherever required, welding, threading etc.; erection of pipes of all types and thickness over sleepers, overhead on racks and at all elevations; hook-up with equipment nozzles; all types of inline and online instruments such as pressure / thermal safety valves (other than those covered separately), fittings of all sizes i.e. Flow tees, Insulating Joints, LR bends, pig signallers, elbows, reducers, tees, "o" lets, flanges, blind flanges, spectacle blinds, tapping"s for pressure gauges, thermowells, hoses and hose couplings of all sizes, if applicable, vents and drains required for process and hydrotesting purposes etc. including fixing of all types of gaskets (including gaskets for RTJ flanges), bolts, studs and nuts of all sizes; carrying out non-destructive testing (excluding radiography covered subsequently in SOR) such as magnetic particle/ liquid penetration etc. as required; hook-up with existing piping / pipeline installed as per drawings wherever required; cleaning by carboard blasting and flushing by water / compressed air, carrying out hydrostatic test, pneumatic test, valve functional test and any other type of testing as specified, de-pressurising, dewatering, drying by compressed air if applicable; cutting / rebeveling (as required), pre-commissioning and providing commissioning assistance to Commissioning Contractor / Agency for process piping and commissioning of non-process piping if applicable; clean-up and restoration of site, preparation of as built drawings, documents and project records; transportation of surplus free issue materials to Owner"s designated place(s); completing all works in all respects as per the AFC drawings, specifications, standards and other provisions of Contract and instruction of Engineer-in-Charge.Note :-a) All butt welded fittings end shall generally match with connecting pipe wall thickness. However, in case of misalignment, contractor shall have to do end preparation accordingly without any extra cost.b) All couplings, nipples, plugs for nipple etc. as required shall be supplied by contractor without any extra cost.c) All Gaskets & Nut-Bolts of adequate quantity shall be supplied and installed without any extra cost (as per PMS).d) Supply and Installation of Pipes, Valves, fittings & flanges of size below 2" is covered under this item. Bidder to bid accordingly. No separate payment will be made.e) Any branch connection taken from mainline shall be considered under this SOR item only.No extra cost shall be paid for the above items. 4 Checking, cleaning, aligning, bending, cutting and bevelling (as required) of pipes for welding & field adjustments including pipe fittings, welding, carrying out non-destructive testing of welds as required including 100% radiography by X-Ray (in case of space constrant & small work by Gamma Ray on Owner"s approval) as per specifications in piping of all types and thickness and providing all requisite equipment, labour, supervision, materials, films, consumables, all facilities & personnel to process, develop, examine and interpret radiographs & other tests as required, carrying out repairs of weld-joints found defective by EIC, carrying out re-radiography and other tests as required on repaired joints, etc. as mentioned in SCC and particular job specifications.Note:-The bevel ends of all butt weld fittings shall undergo 100% MP / DP test. 5 Installation of above ground Carbon Steel Process Piping as per details given below: 6 Size -12" x 300#, Thk. - 6.4 mm, Material - API 5L Gr.X52, PSL-2, BE, SEAMLESS 7 Size -12" x 300#, Sch - STD, Material - ASTM A 106 GR.B (CHARPY), BE, SEAMLESS 8 Size -12" x 150#, Sch - STD, Material - ASTM A 106 GR.B (CHARPY), BE, SEAMLESS 9 Size -12" x 150#, Sch - STD, Material - ASTM A 333 GR.6 , BE, SEAMLESS 10 Size -10" x 300#, Sch-STD, Material -ASTM A 106 GR.B (CHARPY), BE, SEAMLESS 11 Size -10" x 150#, Sch-STD, Material -ASTM A 106 GR.B (CHARPY), BE, SEAMLESS 12 Size -8" x 300#, Thk. - 6.4 mm, Material - API 5L Gr. B, PSL-2, BE, SEAMLESS 13 Size -8" x 300#, Sch - STD, Material -ASTM A 106 GR.B , BE, SEAMLESS 14 Size - 4" x 300#, Sch - STD, Material - ASTM A 106 GR.B , BE, SEAMLESS 15 Size - 4" x 150#, Sch - STD, Material - ASTM A 106 GR.B , BE, SEAMLESS 16 Size - 4" x 150#, Sch - STD, Material - ASTM A 333 GR.6, BE, SEAMLESS 17 Size - 2" x 300#, Sch - XS, Material - ASTM A 106 GR.B , BE, SEAMLESS 18 Size - 2" x 150#, Sch - XS, Material - ASTM A 333 GR.6, BE, SEAMLESS 19 Installation of under ground Carbon Steel Process Piping as per details given below:Note 1 : Trenching to all depths and to a width to accommodate the piping /pipeline during lowering & backfilling as specified in scope document and as per the relevant standards, specifications, etc by excavation in all types of soils (including soft/hard rock), including controlled blasting, chiselling or otherwise cutting etc.; providing depth of padding in trench bed & above and around the piping/ pipeline as required with sand / graded earth approved by Engineer-in Charge.Note 2: Painting of all under ground piping including all fittings, valves, flanges etc. and including colour bands with solid epoxy 1000 microns/ Powercrete R95. 20 Size -12" x 300#, Thk. - 6.4 mm, Material - API 5L Gr.X52, PSL-2, BE, SEAMLESS 21 Size -8" x 300#, Thk. - 6.4 mm, Material - API 5L Gr. B, PSL-2, BE, SEAMLESS 22 INSTALLATION OF VALVES 23 Receiving and taking over of all Owner supplied materials, equipment"s from Owner"s designated place(s) of issue, loading , unloading, handling from Owner"s designated place(s) of issue to Contractor"s own stock yard(s)/ work site(s)/work shop(s) including arranging all necessary intermediate storage area(s) thereof, as required; supply of all materials, equipment, consumables as defined in Contractor"s scope of supply and its transportation to the work site(s);installation of valves, equipment"s including fixing of gaskets, bolts, studs, nuts wherever required, levelling, aligning, installation and assembly of accessories, by bolting/ threading or welding of pipes at all elevations, testing, completing all works in all respects as per drawings, specification, other provisions of Contract and directions of the Engineer-in-Charge. 24 Installation of above ground Flanged Manual Valves (Ball/ Globe) as per details given below: 25 Size -12 Inch, Rating - 300# 26 Size -12 Inch, Rating - 300# 27 Size -8 Inch, Rating - 300# 28 Size -4 Inch, Rating - 300# 29 Size -2 Inch, Rating - 300# 30 Installation of above ground Butt Welded Manual Valves (Ball/ Globe) as per details given below: 31 Size -12 Inch, Rating - 300# 32 Size -8 Inch, Rating - 300# 33 Size -4 Inch, Rating - 300# 34 Size -2 Inch, Rating - 300# 35 Installation of above ground Butt Welded Actuated Valves / EHOV/GOOV (Electro-Hydraulic Operated Valves/ Gas Over Oil Operated Valves) as per details given below: 36 Size -12 Inch, Rating - 300# 37 Size -8 Inch, Rating - 300# 38 Installation of above ground Flanged Actuated/ EHOV/GOOV (Electro-Hydraulic Operated Valves/ Gas Over Oil Operated Valves) as per details given below: 39 Size -12 Inch, Rating - 300# 40 Size -8 Inch, Rating - 300# 41 Installation of above ground Flanged Check Valves as per details given below: 42 Size -2 Inch, Rating - 300# 43 INSTALLATION OF SCRAPER TRAP IN RUPKHELIA PIPELINE TERMINAL 44 Receiving and taking over of all Owner supplied materials, equipment"s from Owner"s designated place(s) of issue, loading , unloading, handling from Owner"s designated place(s) of issue to Contractor"s own stock yard(s)/ work site(s)/work shop(s) including arranging all necessary intermediate storage area(s) thereof, as required; supply of all materials, equipment, consumables as defined in Contractor"s scope of supply and its transportation to the work site(s);installation of valves, equipment"s including fixing of gaskets, bolts, studs, nuts wherever required, levelling, aligning, installation and assembly of accessories, by bolting/ threading or welding of pipes at all elevations, testing, completing all works in all respects as per drawings, specification, other provisions of Contract and directions of the Engineer-in-Charge. 45 Installation of Scraper Launcher as per details given below:(Barrel Size - 14 Inch, Neck Size - 8 Inch, Rating - 300#) 46 Installation of Scraper Receiver as per details given below:(Barrel Size - 14 Inch, Neck Size - 8 Inch, Rating - 300#) 47 Installation of Scraper Receiver as per details given below:(Barrel Size - 18 Inch, Neck Size - 12 Inch, Rating - 300#) 48 INSTALLATION OF FITTINGS 49 Receiving and taking over of all Owner supplied materials, equipment"s from Owner"s designated place(s) of issue, loading , unloading, handling from Owner"s designated place(s) of issue to Contractor"s own stock yard(s)/ work site(s)/work shop(s) including arranging all necessary intermediate storage area(s) thereof, as required; supply of all materials, equipment, consumables as defined in Contractor"s scope of supply and its transportation to the work site(s);installation of Fittings, levelling, aligning by welding of pipes at all elevations, testing, completing all works in all respects as per drawings, specification, other provisions of Contract and directions of the Engineer-in-Charge. 50 Installation of above ground Butt Welded Insulating Joint as per details given below: 51 Size -12 Inch, Rating - 300# 52 Size -8 Inch, Rating - 300# 53 Installation of above ground Butt Welded Flow Tee as per details given below: 54 Size -12 Inch, Rating - 300# 55 Size -8 Inch, Rating - 300# 56 SUPPLY OF ASSORTED PIPE, FLANGES AND FITTINGS 57 Complete work of supply of assorted pipes, flanges and fittings including all taxes, duties, transportation and inspection charges but not limited to, the following itemsin accordance with relevant specifications indicated in scope of work indicated in drawings, specification and instructions of Engineer-in-charge and as per all provisions of the CONTRACT DOCUMENT. 58 Handling including lifting, transportation from Contractor Stores to CONTRACTOR"s workshop for fabrication and/ or to work site for field fabrication and erection for all piping items supplied by Contractor. 59 SUPPLY OF ASSORTED PIPE 60 Size -12" x 300#, Thk. - 6.4 mm, Material - API 5L Gr.XB72:B7952, PSL-2, BE, SEAMLESS 61 Size -12" x 300#, Sch - STD, Material - ASTM A 106 GR.B (CHARPY), BE, SEAMLESS 62 Size -12" x 150#, Sch - STD, Material - ASTM A 106 GR.B (CHARPY), BE, SEAMLESS 63 Size -12" x 150#, Sch - STD, Material - ASTM A 333 GR.6 , BE, SEAMLESS 64 Size -10" x 300#, Sch-STD, Material -ASTM A 106 GR.B (CHARPY), BE, SEAMLESS 65 Size -10" x 150#, Sch-STD, Material -ASTM A 106 GR.B (CHARPY), BE, SEAMLESS 66 Size -8" x 300#, Thk. - 6.4 mm, Material - API 5L Gr. B, PSL-2, BE, SEAMLESS 67 Size -8" x 300#, Sch - STD, Material -ASTM A 106 GR.B , BE, SEAMLESS 68 Size - 4" x 300#, Sch - STD, Material - ASTM A 106 GR.B , BE, SEAMLESS 69 Size - 4" x 150#, Sch - STD, Material - ASTM A 106 GR.B , BE, SEAMLESS 70 Size - 4" x 150#, Sch - STD, Material - ASTM A 333 GR.6, BE, SEAMLESS 71 Size - 2" x 300#, Sch - XS, Material - ASTM A 106 GR.B , BE, SEAMLESS 72 Size - 2" x 150#, Sch - XS, Material - ASTM A 333 GR.6, BE, SEAMLESS 73 SUPPLY OF FLANGES & FITTINGS 74 Flanges 75 12", 300#, M, B-16.5, ASTM A 105 (CHARPY),300 RF/125 AARH, WN 76 12" , 150#, B-16.5, ASTM A 105 (CHARPY), 150 RF/125 AARH, WN 77 10", 300#, M, B-16.5, ASTM A 105 (CHARPY),300 RF/125 AARH, WN 78 10" , 150#, B-16.5, ASTM A 105 (CHARPY), 150 RF/125 AARH, WN 79 8", 300#, M, B-16.5, ASTM A 105 (CHARPY), 300 RF/125 AARH, WN 80 4" , 300#, M , B-16.5, ASTM A 105 (CHARPY) , 300 RF/125 AARH, WN 81 4" , 150#, M , B-16.5, ASTM A 350 GR.LF2CL. 1, 150 RF/125 AARH, WN 82 2" , 300#, M , B-16.5, ASTM A 105(CHARPY), 300 RF/125 AARH, WN 83 2" , 300#, M , B-16.5, ASTM A 350 GR.LF2CL. 1, 300 RF/125 AARH, WN 84 2" , 150#, M, B-16.5, ASTM A 350 GR.LF2 CL.1 , 150 RF/125 AARH, WN 85 2" , 150#, B-16.5, ASTM A 105 (CHARPY), 150 RF/125 AARH, WN 86 Spcr.Blind / Figure 8 87 12" , 300#, B-16.48, ASTM A 105 (CHARPY), 300 FF/125 AARH 88 12" , 150#, B-16.48, ASTM A 105 (CHARPY), 150 FF/125 AARH 89 10" , 300#, B-16.48, ASTM A 105 (CHARPY), 300 FF/125 AARH 90 10" , 150#, B-16.48, ASTM A 105 (CHARPY), 150 FF/125 AARH 91 8" , 300#, B-16.48, ASTM A 105 (CHARPY) , 300 FF/125 AARH 92 4" , 300#, B-16.48,ASTM A 105 (CHARPY) , 300 FF/125 AARH 93 2" , 300#, B-16.48, ASTM A 105 (CHARPY), 300 FF/125 AARH 94 2" , 300#, B-16.48, ASTM A 350 GR.LF2 CL. 1, 300 FF/125 AARH 95 2" , 150#, B-16.48, ASTM A 350 GR.LF2 CL. 1, 150 FF/125 AARH 96 Equal Tee 97 12" X 12", M,, 300#, B-16.9, ASTM A 234 GR.WPB , BW 98 12" X 12",M,150# B-16.9,ASTM A 234 GR.WPB , BW 99 10" X 10", M,, 300#, B-16.9, ASTM A 234 GR.WPB , BW 100 10" X 10",M,150# B-16.9,ASTM A 234 GR.WPB , BW 101 8" X 8", M, 300#,B-16.9, ASTM A 234 GR.WPB , BW 102 4" X 4", M, 300#, B-16.9, ASTM A 234 GR.WPB , BW 103 4" X 4",M,150# B-16.9,ASTM A 234 GR.WPB , BW 104 2" X 2", M,300# B-16.9,ASTM A 234 GR.WPB , BW 105 Reduced Tee 106 12" X 8", M,M, B-16.9, 300#, ASTM A 234 GR.WPB (CHARPY), BW 107 8" X 4", M,M, B-16.9, 300#, ASTM A 234 GR.WPB (CHARPY), BW 108 4" X 2", M,M, B-16.9, 300#, ASTM A 234 GR.WPB (CHARPY), BW 109 4" X 2", M,M, B-16.9, 150#,ASTM A 420 GR.WPL6, BW 110 Reducer 111 12" X 4",M,M, B-16.9- 150#, ASTM A 234 GR.WPB (CHARPY), BW 112 10" X 8",M,M, B-16.9- 300#, ASTM A 234 GR.WPB (CHARPY), BW 113 10" X 8",M,M, B-16.9- 150#, ASTM A 234 GR.WPB (CHARPY), BW 114 4" X 2",M,M, B-16.9- 150#, ASTM A 420 GR.WPL6 , BW 115 Weldolets 116 12" X 4", M,XXS, 300#, MSS-SP97, ASTM A 105 (CHARPY), BW 117 10" X 4", M,XXS, 300#, MSS-SP97, ASTM A 105 (CHARPY), BW 118 10" X 4", M,XXS, 150#, MSS-SP97, ASTM A 105 (CHARPY), BW 119 12" X 2", M,XXS, 300#, MSS-SP97, ASTM A 105 (CHARPY), BW 120 12" X 2", M,S160, 150#, MSS-SP97,ASTM A 105 (CHARPY), BW 121 8" X 2", M,XXS, 300#, MSS-SP97, ASTM A 105 (CHARPY), BW 122 Elbow 90 Degree 123 Size -12" x 300#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 124 Size -12" x 150#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 125 Size -12" x 150#, Sch - M, Material - ASTM A 420 GR.WPL6,BW 1.5D 126 Size -10" x 300#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 127 Size -10" x 150#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 128 Size -8" x 300#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 129 Size -4" x 300#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 130 Size -4" x 150#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 131 Size -4" x 150#, Sch - M, Material - ASTM A 420 GR.WPL6,BW 1.5D 132 Size -2" x 300#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 133 Size -2" x 150#, Sch - M, Material - ASTM A 420 GR.WPL6,BW 1.5D 134 Elbow 45 Degree 135 Size -12" x 300#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 136 Size -12" x 150#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 137 Size -12" x 150#, Sch - M, Material - ASTM A 420 GR.WPL6,BW 1.5D 138 Size -10" x 300#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 139 Size -10" x 150#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 140 Size -8" x 300#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 141 Size -4" x 300#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 142 Size -4" x 150#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 143 Size -4" x 150#, Sch - M, Material - ASTM A 420 GR.WPL6,BW 1.5D 144 Size -2" x 300#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 145 Size -2" x 150#, Sch - M, Material - ASTM A 420 GR.WPL6,BW 1.5D 146 RADIOGRAPHY 147 Performance of radiographic inspection of piping of all types, sizes, thickness including providing or hiring of all necessary equipment, supply of all consumables including radiographic films and whatever else required even though not expressly mentioned but required to perform the work as per specification and instructions of Engineer-in-Charge. Contractor to submit DPR, Inspection Report along with Radiography Report to Engineer-in-Charge.Note :a) All NDT including Radiography, MPT, LPT for 2" and below are covered under this SOR item. No separate payment shall be made.Radiography of piping joints as per details given below: 148 Above ground Carbon Steel Process Piping as per details given below: 149 Size -12" x 300#, Thk. - 6.4 mm, Material - API 5L Gr.X52, PSL-2, BE, SEAMLESS 150 Size -12" x 300#, Sch - STD, Material - ASTM A 106 GR.B (CHARPY), BE, SEAMLESS 151 Size -12" x 150#, Sch - STD, Material - ASTM A 106 GR.B (CHARPY), BE, SEAMLESS 152 Size -12" x 150#, Sch - STD, Material - ASTM A 333 GR.6 , BE, SEAMLESS 153 Size -10" x 300#, Sch-STD, Material -ASTM A 106 GR.B (CHARPY), BE, SEAMLESS 154 Size -10" x 150#, Sch-STD, Material -ASTM A 106 GR.B (CHARPY), BE, SEAMLESS 155 Size -8" x 300#, Thk. - 6.4 mm, Material - API 5L Gr. B, PSL-2, BE, SEAMLESS 156 Size -8" x 300#, Sch - STD, Material -ASTM A 106 GR.B , BE, SEAMLESS 157 Size - 4" x 300#, Sch - STD, Material - ASTM A 106 GR.B , BE, SEAMLESS 158 Size - 4" x 150#, Sch - STD, Material - ASTM A 106 GR.B , BE, SEAMLESS 159 Size - 4" x 150#, Sch - STD, Material - ASTM A 333 GR.6, BE, SEAMLESS 160 Size - 2" x 300#, Sch - XS, Material - ASTM A 106 GR.B , BE, SEAMLESS 161 Size - 2" x 150#, Sch - XS, Material - ASTM A 333 GR.6, BE, SEAMLESS 162 Under ground Carbon Steel Process Piping as per details given below: 163 Size -12" x 300#, Thk. - 6.4 mm, Material - API 5L Gr.X52, PSL-2, BE, SEAMLESS 164 Size -8" x 300#, Thk. - 6.4 mm, Material - API 5L Gr. B, PSL-2, BE, SEAMLESS 165 PIPE SUPPORTS 166 Supply, fabrication and erection of pipe/ equipment supports (for all sizes/ thickness) including shoes, pipes etc. as required, cradles, turn buckles, T-posts for all types of guides, anchors, special supports for cold/hot insulated pipes etc. if applicable, all necessary equipment, consumables, labour etc. for completing all works including supply of bolts, nuts, washers, U-clamps, wooden blocks etc. as required for supporting, supply and application of paints and primers suitable for normal corrosive painting environment as defined in contract document and as per standard specification for painting, Drawings, Specification, Standards, other provisions of Contract and instruction of Engineer-in-Charge. 167 CS Structural Steel 168 PAINTING 169 Supply of paints, solvents and primers, preparation of surfaces and application of primer and finish paints suitable for normal corrosive painting environment as defined in contract document and on pipes as per standard specification for painting, identification, lettering/ numbering, colour coding etc. as specified including rub down and touch up of shop primer or scrapping of shop primer wherever required and providing of scaffolding for all heights, labour, materials, tools and tackles, consumables, supervision etc. to complete the work in all respect as per Specification, Drawings, Standards and instruction of Engineer-in-Charge.Note : a) All painting work for sizes below 2" are covered under this SOR item. No separate payment shall be made.b) Painting shall be suitable for normal corrosive environment (Primer: Two coats P-6, 35 microns /coat (min.); Finish Coat: One coats F- 6, 100 microns coat (min.) and one coats F- 240microns coat (min.); Total DFT:210. Wherever touch up/repair of primer is required, high build epoxy zinc phosphate primer shall be used.)as per attached specification (P167-SPC-P410) 170 Painting of all above ground piping including all fittings, valves, flanges etc. and including colour bands 171 Size -12" x 300#, Thk. - 6.4 mm, Material - API 5L Gr.X52, PSL-2, BE, SEAMLESS, Painting Environment - Corrosive Normal Environment (Above Ground) 172 Size -12" x 300#, Sch - STD, Material - ASTM A 106 GR.B (CHARPY), BE, SEAMLESS, Painting Environment - Corrosive Normal Environment (Above Ground) 173 Size -12" x 150#, Sch - STD, Material - ASTM A 106 GR.B (CHARPY), BE, SEAMLESS, Painting Environment - Corrosive Normal Environment (Above Ground) 174 Size -12" x 150#, Sch - STD, Material - ASTM A 333 GR.6 , BE, SEAMLESS, Painting Environment - Corrosive Normal Environment (Above Ground) 175 Size -10" x 300#, Sch-STD, Material -ASTM A 106 GR.B (CHARPY), BE, SEAMLESS,Painting Environment - Corrosive Normal Environment (Above Ground) 176 Size -10" x 150#, Sch-STD, Material -ASTM A 106 GR.B (CHARPY), BE, SEAMLESS,Painting Environment - Corrosive Normal Environment (Above Ground) 177 Size -8" x 300#, Thk. - 6.4 mm, Material - API 5L Gr. B, PSL-2, BE, SEAMLESS, Painting Environment - Corrosive Normal Environment (Above Ground) 178 Size -8" x 300#, Sch - STD, Material -ASTM A 106 GR.B , BE, SEAMLESS, Painting Environment - Corrosive Normal Environment (Above Ground) 179 Size - 4" x 300#, Sch - STD, Material - ASTM A 106 GR.B , BE, SEAMLESS, Painting Environment - Corrosive Normal Environment (Above Ground) 180 Size - 4" x 150#, Sch - STD, Material - ASTM A 106 GR.B , BE, SEAMLESS, Painting Environment - Corrosive Normal Environment (Above Ground) 181 Size - 4" x 150#, Sch - STD, Material - ASTM A 333 GR.6, BE, SEAMLESS, Painting Environment - Corrosive Normal Environment (Above Ground) 182 Size - 2" x 300#, Sch - XS, Material - ASTM A 106 GR.B , BE, SEAMLESS, Painting Environment - Corrosive Normal Environment (Above Ground) 183 Size - 2" x 150#, Sch - XS, Material - ASTM A 333 GR.6, BE, SEAMLESS, Painting Environment - Corrosive Normal Environment (Above Ground) 184 Repair of Painting of Equipment Suitable for Normal Corrosive environment (P168-SPC-P410) 185 USM Meter (2 Nos.) 186 Scraper Launcher as per details given below:(Barrel Size - 14 Inch, Neck Size - 8 Inch, Rating - 300#) 187 Scraper Receiver as per details given below:(Barrel Size - 14 Inch, Neck Size - 8 Inch, Rating - 300#) 188 Scraper Receiver as per details given below:(Barrel Size - 18 Inch, Neck Size - 12 Inch, Rating - 300#) 189 LEAKS/ BURSTS (ATTRIBUTABLE TO OWNER) (FOR TERMINAL PIPING) 190 All works for leak/ burst (occurring during hydrostatic testing) including necessary repair/ replacement of defective pipe length, including cutting and removing out defective pipes, welding, NDT of welds, repair and re-testing of defective welds, painting of welded joints, clean-up, re-hydro testing of the pipe segment including providing all necessary equipment"s, labour, materials, consumables and inputs other than Owner supplied materials and performing all works as per drawings, specifications enclosed with the Contract and directions of Engineer-in-Charge.Note : This rate shall be applicable for manufacturing defects in Company supplied materials only. 191 HOOK UP WITH OTHER FACILITIES (COMPRESSOR AND PIPELINE ENDS) 192 Complete work for hook-up of proposed piping with other facilities including cutting, bevelling, nitrogen purgingby cylinder to the specified acceptance criteria before cold cutting, welding and providing manpower assistance during the complete duration of the job including supply of all equipment, tools and tackles, consumables etc. as per the relevant specification, other provisions of contract documents and instruction of Engineer-In-charge.Note1: Supply of nitrogen Cylinder (atleast 2 Nos. of nitrogen cylinder at each Hook-Up), Regulator, fitting, hoses etc. and all other material required to complete the job in all aspects are in the scope of contractor. Note 2: Contractor to coordinate with Compressor Vendor for cold/hot works. 193 12" Welded Hookup (2 Nos)8" Welded Hookup ( 3 Nos)8" Flange Hookup ( 1 N 194 INSTALLATION OF MECHANICAL EQUIPMENTS 195 The Contractor shall receive and take over, Handling including lifting,Transportation to work-site(including transit insurance) / return of project surplus / sparable material from Project site / Contractor"s store to AGCL"s store / warehouse including loading on trucks / trailers, transportation, unloading & stacking on wooden sleepers at Contractor"s own stock-yard near work-site(s) / AGCL store (as applicable), including arrangement of truck / trailers / cranes / other material/ machinery / manpower / consumables of all equipment"s (Static & Rotary) along with all accessories supplied by supplier etc.including loading and unloading, erection of static equipment, including layout marking at site, fabrication and installation of shims including cutting and grinding,grouting, installation and levelling of base plates, assembly of sub-assemblies, bolting, fitting of all interconnected piping items (supplied by equipment supplier), shifting and reconfiguration of spreader beams, installation of rigging apparatus for erection crane, alignment of equipment at all elevations as per drawings, removal, placing and shifting of stools and saddles including loading and unloading, installation of all mountings and accessories, all enabling work as required, and completing the work in all respects as per drawings, specification, codes and instruction of Engineer-in-Charge. 196 Transportation by Truck Fix up to 0-50 KM (Weight up to 15 Ton) per trip 197 Transportation by Truck Beyond 50 KM 198 Installation of USM Meter (1 No.) SIZE: 8"Note:Actual rate shall be paid to contractor based on actual weight of items. 199 Installation of USM Meter (1 No.) SIZE: 12"Note:Actual rate shall be paid to contractor based on actual weight of items. 200 SUPPLY AND INSTALLATION OF FIRE EXTINGUISHER 201 10 KG DCP near Launcher & Receiver 202 NITROGEN SUPPLY & COMMISSIONING OF TERMINAL 203 Supply of Nitrogen for purging for terminal commissioning . 204 COMMISSIONING OF TERMINAL 205 Carrying out pre-commissioning checks and commissioning assistanceto Client during commissioning of terminal including supply of all adequate nitrogen forpurgingequipment, manpower, consumables, materials for all temporary works and performing all associated works, complete as per the relevant specifications, other provisions of Contract document and instructions of Engineer-in-Charge.Note: Work shall include hook up with existing piping. 206 CUTTING, BEVELING AND EDGE PREPARATION OF PIPING (OPTIONAL ITEM) 207 Work involves Cutting, grinding of Under Ground/ above ground piping/ Insulating JointJ/ fittings /Flanges including bevelling and edge preparation of existing piping ends and also for new pipes and reusable Insulating Joint/ Flange/ Fittings as per tender specification & instruction of EIC. Providing all requisite equipment, labour, supervision, materials, films, consumables, all facilities & personnel to process, develop, examine & other tests as required as mentioned in SCC and particular job specifications.Note:-(1) The bevel ends of all butt weld fittings shall undergo 100% MP/ DP test.(2) This item shall be operated under specific instructions of EIC. 208 Cutting and rebevelling (dents/ damage in bevels exceeding 3mm in depth). 209 Earth Work in Excavation (refer specification no. C-SPC-103) 210 Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. 211 Earth work in EXCAVATION below ground level for all kinds of works in SOFT ROCK as classified in specification for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. 212 Backfilling after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps with in a LEAD OF 100M including re-excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 15 Cms. watering, rolling and ramming by manual methods/ mechanical compactors to achieve 90% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete. 213 BACKFILLING after execution of the WORK to proper grade and level by excavating the suitable approved quality of soil from BORROW AREAS arranged by CONTRACTOR for all leads, transporting the earth from borrow area including cleaning & stripping the earth at borrow areas, breaking clods, loading, unloading and laying at all depths and heights in layers of thickness not exceeding 15 cms., watering, rolling and ramming by manual methods/mechanical compactors to achieve 90% of the maximum laboratory dry density, dressing, trimming, levelling the top surface etc. in foundations, plinths, trenches etc. all complete. 214 Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetationsfrom construction area to areas ANYWHERE OUTSIDE THE PLANT BOUNDARY including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed.For carting on the basis of truck measurements (volume of truck reduced by 30% for voids) DISPOSAL AREAS OUTSIDE PLANT BOUNDARY TO BE ARRANGED BY THE CONTRACTOR .Royalty as applicable for disposal outside plant limits to be borne by the contractor.. 215 PLAIN & REINFORCED CEMENT CONCRETE (refer specification no. C-SPC-104) 216 Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations,drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete of nominal mix 1:5:10 by mass (1 Cement: 5 Coarse Sand: 10 Crushed Stone Aggregates/Gravels) with 40mm and down size graded crushed stone aggaregates/Gravels.(ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR AT THEIR COST) 217 Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20mm and down size graded crushed stone aggregates/gravel in SUB-STRUCTURE of all types e.g. foundations, footings, raft, beams, slabs, pile caps, retaining walls, jambs, counterforts, buttresses, trenches, manholes,pipeencasement, catchpits, drains, RCC pits, equipment/machine foundations, pedestals, pipe sleepers, columns, plinth beams, suspended floors, beams, staircases, landings, steps, brackets etc. (including single pour concreting upto 250m3), including cost of admixtures if used,providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. all complete (excluding the Cost of Reinforcement and Shuttering) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. (ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR AT THEIR COST) 218 CENTERING AND SHUTTERING (refer specification no. C-SPC-104)Providing and fixing CENTERING AND SHUTTERING in foundations, footings, raft beams, slabs, pile caps, retaining walls, jambs, counter-forts, buttresses, trenches, equipment/machine foundations, pedestals, abutments, pipe sleepers, columns, plinth beams, lintels, suspended slabs, beams, staircases, landings, steps, non-circular tunnels/bunkers/silos/ shafts/ hoppers/liquid storage structures etc. including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed. 219 i) For all depths below and upto & inclusive of plinth level. 220 ii) For all heights above plinth level. 221 HYD Bars/MS Bars (refer specification no. C-SPC-102) 222 Supplying and placing in position HIGH YIELD STRENGTH DEFORMED STEEL BARS REINFORCEMENT of grade Fe500 (D)(TMT) (conforming to IS:1786,for R.C.C. work including transporting the Steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, bending to required shapes and lengths as per details ,binding with contractor"s own 16 SWG black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks etc. for all heights and depths etc. all complete as directed.(SUPPLY OF ALL MATERIAL IN CONTRACTOR"S SCOPE) 223 Structural Steel Works & Painting (refer specification no. C-SPC-157) 224 Supplying, transporting, storing, fabricating & Erecting in position and testing/examining bolted and/or welded STRUCTURAL STEEL WORKS of Grade E250 BR/BO at all locations (Location & levels upto & inclusive of 10m above HPP/FGL) including all builtup sections/compound sections made out of rolled sections and/or plates/bent plates in trusses, purlins, wind ties, wind girders, columns, portals, racks, frameworks, crane gantries, surge girders, bracings, floor beams, lifting beams, monorails, platforms, staircases (excluding chequered plates and gratings), ladders, stoppers, brackets, side runners, sagrods, supports for equipment and technological accesories and process piping, hand railings, posts, conveyor galleries, trestles, towers, masts, junction houses etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/welding of joints, (including sealing the joints of box sections with continuous welding), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, including preparation and submission of detailed fabrication drawings, preparing the surface for painting and applying shop primerall complete. SUPPLY OF ALL MATERIAL IN CONTRACTOR"S SCOPE. 225 Supplying and applying FINISH PAINT of approved quality and shade including a coat of primer as perSpecification/BIS Codes over one coat of shop primer already applied including storage, surface preparation, degreasing, cleaning, drying, touching up of shop primer coat, providing temporary staging, scaffolding, testing etc., for steel structures at all levels and locations, all complete as specified. SUPPLY OF ALL MATERIAL IN CONTRACTOR"S SCOPE. ( Unit Rate Based On the Structural steel Weight.) 226 MISCELLANEOUS STEEL WORKS 227 Supplying, fabricating, fixing and keeping in position at all levels and locations THREADED ANCHOR BOLTS of all diameters and nomenclature including nuts, washers, anchor plates, pipe sleeves etc. in foundations, columns, pedestals, slabs, beams, walls etc. or any other place as directed including handling & transporting, straightening if required, turning from relevant size M.S. rounds to required diameter, threading, welding, providing necessary templates and auxilliary dummy structures, if any, necessary tying and welding with reinforcement, adjustment of shuttering & reinforcement/any other fixture, greasing exposed metal surfaces, covering bolts and packing the sleeves with jute cloth etc.all complete as specified and directed.(SUPPLY OF ALL MATERIALS IN CONTRACTOR"S SCOPE). 228 Supplying, transporting, storing, fabricating and fixing in position M.S. METAL INSERT (with lugs) of any shape made out of flats, plates, rolled sections, pipes etc. providing necessary templates, staging, cutting, straightening, if required, bolting, welding as required and embedding in position on both Plain and Reinforced Cement concrete members inclusive of adjusting shuttering & reinforcement/any other fixture, welding where necessary, tying and holding to correct level, line and position, any auxilliary dummy structures to support the heavy inserts, painting exposed surfaces with a coat of Red Oxide Zinc Chromate Primer etc. all complete for all depths and heights as specified and directed (SUPPLY OF ALL MATERIALS IN CONTRACTOR"S SCOPE). 229 Supplying, fabricating and erecting in position at all levels and locations bolted, clamped and/or welded GRATING (fabricated as per drawings/ standards) made out of M.S. flats/M.S. flats with M.S. rounds in walkways, platforms, stair treads etc. including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening if required, making the edges smooth, removing the burrs, fabricating clamps, fixing, welding, preparation and submission of fabrication drawings and preparing the surfaces for galvanising, surface cleaning, wire brushing, removal of mill scale, dust, rust, oil or grease and GALVANISING as specified after fabrication etc. all complete as specified and directed (SUPPLY OF ALL MATERIALS IN CONTRACTOR"S SCOPE). 230 Supplying, fabricating and fixing in position at all levels & locations 1000mm high HAND RAILING (for platforms, walkways or any other location as directed etc.) consisting of top rail, mid rail and vertical posts (maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade M.S. Tubes conforming to IS:1239 and M.S. Toe plates, including handling, transporting the sameto site workshop and site of work, straightening if required, cutting, bending, notching, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, shop primer as per Specification / BIS Codes,, preparation and submission of fabrication drawings etc.(ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR AT THEIR COST)). ( Complete handrail work shall be measured as length of top rail only and not length of each element fixed). 231 Paver Block Walkway 232 Supplying and placing in position as per approved pattern of Cement Concrete Inter locking paver block 60 mm thick of approved shape, rough finish, M-30 strength of approved brand laid over the sand bed of minimum 40 mm thick. The CC interlocking blocks to be of uniform Grey colour or as approved by EIC complete in all respects , as per technical specifications and directions of the Engineer-in-chargeNote :-1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such paver blocks,sand,earth work in excavation in cutting earth in all conditions, shutteringwith all bye works and sundry works.2.To be read with in conjunction with Particular Job Specification3.Supply of all materials and providing labour, tools and tackles are in contractor’s scope 233 Supplying and laying of stone aggregate of 90mm down to 45mm size for SUB-BASE COURSE tough, sound, clean and durable including cost of stone aggregate, all royalties, taxes, handling, transportation to site, unloading the same by the side of road with all leads and lifts, spreading and laying to form water bound macadam in one layer of 100mm compacted thickness to proper grade, camber and level, filling voids with screenings and binding the surface with binding material of plasticity index upto 6% including cost of supply of screening and binding material, consolidating with power driven road roller, watering, with all leads and lifts including preparation of camber below first layer etc. complete as per drawings, specifications and directions of Engineer- in-Charge. 234 Supplying and laying of stone aggregate of 63mm down to 45mm size for WBM layer Base Course, tough, sound, clean and durable including cost of stone aggregate, all royalties, taxes, handling, transportation to site, unloading the same by the side of road with all leads and lifts, spreading and laying to form water bound macadam in one layer of 75mm compacted thickness to proper grade, camber and level, filling voids with screenings and binding material of plasticity index up to 6%, including cost of supply of screening and binding material, consolidating with power driven road roller, watering, with all leads and lifts etc. complete as per drawings, specifications and directions of Engineer-in-Charge.

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