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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 23-07-2024 | Corrigendum-VII | Date | 30-07-2024 |
| 2 | 16-07-2024 | CORRIGENDUM-VI | Date | 23-07-2024 |
| 3 | 09-07-2024 | CORRIGENDUM-V | Date | 16-07-2024 |
| 4 | 02-07-2024 | CORRIGENDUM-IV | Date | 09-07-2024 |
| 5 | 25-06-2024 | CORRIGENDUM-III | Date | 02-07-2024 |
| 6 | 18-06-2024 | CORRIGENDUM-II | Date | 25-06-2024 |
| 7 | 10-06-2024 | CORRIGENDUM-1 | Date | 18-06-2024 |
| Sl. No. | Item Description |
| 1 | PIPING-OFFSITES |
| 2 | FABRICATION OF PIPING SPECIALS FROM PIPES (SUPPLIED BY OWNER) :- Fabrication of the following specials from pipes of all types & thicknesses including transportation of materials from Owner\"s storage points to work site/workshop, cutting, fitup, edge preparing, welding, bending, testing (Including DP/MP) & inspection as per specs etc. supply of all necessary equipment, consumables, labour, supervision etc. The work shall be carried out as per the specificatons, drawings and instructions of Engineer-in-Charge.Note: Sizes mentioned under the heading of Reducers (Conc. / Ecc.) are for large end. |
| 3 | C.S MITRE BENDS-90; THK. <= 10MM |
| 4 | NB 16.000INCHES |
| 5 | NB 18.000INCHES |
| 6 | NB 20.000INCHES |
| 7 | NB 24.000INCHES |
| 8 | NB 26.000INCHES |
| 9 | NB 30.000INCHES |
| 10 | NB 36.000INCHES |
| 11 | NB 40.000INCHES |
| 12 | C.S MITRE BENDS-90; THK. > 10MM AND <= 20MM |
| 13 | NB 52.000INCHES |
| 14 | NB 60.000INCHES |
| 15 | C.S MITRE BENDS-45; THK. <= 10MM |
| 16 | NB 18.000INCHES |
| 17 | NB 26.000INCHES |
| 18 | NB 30.000INCHES |
| 19 | C.S ECC. REDUCERS; THK. <= 10MM |
| 20 | NB 18.000INCHES |
| 21 | NB 20.000INCHES |
| 22 | C.S ECC. REDUCERS; THK. > 10MM AND <= 20MM |
| 23 | NB 44.000INCHES |
| 24 | NB 52.000INCHES |
| 25 | NB 60.000INCHES |
| 26 | PIPING (ABOVE GROUND) :-Transportation of all piping items from Owner\"s storage point to work site / work shop; fabrication including cutting, edge preparation (inclusive of grinding the edges of pipe, pipe spools, fittings, flanges etc. to match with the mating edges of uneven/ different thickness wherever required); fitup, bending, preheating wherever required, welding, threading and laying of pipes and pipe spools (spools along with supports) of all types and thickness over sleepers, overhead on racks and at all elevations, hook-ups with existing piping, connecting with equipment nozzles, strainers, steam traps, orifice assemblies, spray nozzles, rotameters, tappings for pressure gauges, thermowells, sample connections, sample coolers, closed sample system cabinets etc. and fixing of gaskets, bolts, nuts including application of torque wherever required & all other inline instruments and fittings, like elbows, reducers, tees, flanges, spectacle blinds and spacer&blinds, piping specials such as mitres and fabricated fittings, vents, drains (but excluding reinforcingpads), SW valves upto 1.5 NB, Steam Supply/ Condensate Recovery stations(Cast/Fabricated), Supply & welding of Strip as per EIL Std 7-51-0112 to all pipes before hydro-testing at exit points of Units for earthing purpose; alignment, cleaning & flushing by water/compressed air, hydrostatic, pneumatic, vacuum, spark testing and any other type of testing as specified draining, drying by compressed air, performing Positive Material Identification(PMI) using alloy analysers, completing all such works in all respects (including preparation of isometrics as mentioned in the Scope of Work for the job) as per the specifications, drawings and instructions of Engineer-in-Charge. PMI shall be performed by third party as defined in PMI spec.Rates for tubing (if any) shall include rates for valves, fittings, all in line instruments and testing etc. Carbon steel piping includes LTCS piping also. |
| 27 | CARBON STEEL PIPING (NON IBR); THK. <= 10MM |
| 28 | FABRICATION (BUTT WELD) |
| 29 | NB UPTO 1.5 INCH |
| 30 | NB 2 INCH - 6 INCH |
| 31 | NB 8 INCH - 14 INCH |
| 32 | NB 16 INCH - 24 INCH |
| 33 | NB 26 INCH - 36 INCH |
| 34 | NB 38 INCH - 48 INCH |
| 35 | NB 50 INCH - 60 INCH |
| 36 | FABRICATION (FILLET WELD) |
| 37 | NB UPTO 1.5 INCH |
| 38 | NB 2 INCH - 6 INCH |
| 39 | NB 8 INCH - 14 INCH |
| 40 | NB 16 INCH - 24 INCH |
| 41 | NB 26 INCH - 36 INCH |
| 42 | NB 50 INCH - 60 INCH |
| 43 | ERECTION (OTHER THAN SPOOL) |
| 44 | NB UPTO 1.5 INCH |
| 45 | NB 2 INCH - 6 INCH |
| 46 | NB 8 INCH - 14 INCH |
| 47 | NB 16 INCH - 24 INCH |
| 48 | NB 26 INCH - 36 INCH |
| 49 | NB 38 INCH - 48 INCH |
| 50 | NB 50 INCH - 60 INCH |
| 51 | CARBON STEEL PIPING (NON IBR); THK. > 10MM AND <= 20MM |
| 52 | FABRICATION (BUTT WELD) |
| 53 | NB 2 INCH - 6 INCH |
| 54 | NB 8 INCH - 14 INCH |
| 55 | NB 16 INCH - 24 INCH |
| 56 | NB 26 INCH - 36 INCH |
| 57 | NB 38 INCH - 48 INCH |
| 58 | NB 50 INCH - 60 INCH |
| 59 | ABOVE 60 INCH |
| 60 | ERECTION (OTHER THAN SPOOL) |
| 61 | NB 2 INCH - 6 INCH |
| 62 | NB 8 INCH - 14 INCH |
| 63 | NB 16 INCH - 24 INCH |
| 64 | NB 26 INCH - 36 INCH |
| 65 | NB 38 INCH - 48 INCH |
| 66 | NB 50 INCH - 60 INCH |
| 67 | ABOVE 60 INCH |
| 68 | CARBON STEEL PIPING (IBR); THK. <= TO 10MM |
| 69 | FABRICATION (BUTT WELD) |
| 70 | NB UPTO 1.5 INCH |
| 71 | NB 2 INCH - 6 INCH |
| 72 | NB 8 INCH - 14 INCH |
| 73 | NB 16 INCH - 24 INCH |
| 74 | NB 26 INCH - 36 INCH |
| 75 | FABRICATION (FILLET WELD) |
| 76 | NB UPTO 1.5 INCH |
| 77 | ERECTION (OTHER THAN SPOOL) |
| 78 | NB UPTO 1.5 INCH |
| 79 | NB 2 INCH - 6 INCH |
| 80 | NB 8 INCH - 14 INCH |
| 81 | NB 16 INCH - 24 INCH |
| 82 | NB 26 INCH - 36 INCH |
| 83 | CARBON STEEL PIPING (IBR); THK. > 10MM AND <= 20MM |
| 84 | FABRICATION (BUTT WELD) |
| 85 | NB 2 INCH - 6 INCH |
| 86 | NB 8 INCH - 14 INCH |
| 87 | NB 16 INCH - 24 INCH |
| 88 | NB 26 INCH - 36 INCH |
| 89 | ERECTION (OTHER THAN SPOOL) |
| 90 | NB 8 INCH - 14 INCH |
| 91 | NB 16 INCH - 24 INCH |
| 92 | NB 26 INCH - 36 INCH |
| 93 | CARBON STEEL PIPING (IBR); THK. > 20MM AND <= 40MM |
| 94 | FABRICATION (BUTT WELD) |
| 95 | NB 16 INCH - 24 INCH |
| 96 | NB 26 INCH - 36 INCH |
| 97 | ERECTION (OTHER THAN SPOOL) |
| 98 | NB 16 INCH - 24 INCH |
| 99 | NB 26 INCH - 36 INCH |
| 100 | STAINLESS STEEL PIPING (NON-IBR); THK. <= 10MM |
| 101 | FABRICATION (BUTT WELD) |
| 102 | NB UPTO 1.5 INCH |
| 103 | NB 2 INCH - 6 INCH |
| 104 | NB 8 INCH - 14 INCH |
| 105 | NB 16 INCH - 24 INCH |
| 106 | FABRICATION (FILLET WELD) |
| 107 | NB UPTO 1.5 INCH |
| 108 | ERECTION (OTHER THAN SPOOL) |
| 109 | NB UPTO 1.5 INCH |
| 110 | NB 2 INCH - 6 INCH |
| 111 | NB 8 INCH - 14 INCH |
| 112 | NB 16 INCH - 24 INCH |
| 113 | ALLOY STEEL PIPING (NON-IBR); THK. <= 10MM |
| 114 | FABRICATION (BUTT WELD) |
| 115 | NB 2 INCH - 6 INCH |
| 116 | FABRICATION (FILLET WELD) |
| 117 | NB UPTO 1.5 INCH |
| 118 | ERECTION (OTHER THAN SPOOL) |
| 119 | NB UPTO 1.5 INCH |
| 120 | NB 2 INCH - 6 INCH |
| 121 | STEAM TRACERS CARBON STEEL |
| 122 | NB 0.500INCHES |
| 123 | NB 0.750INCHES |
| 124 | VALVES :- Transportation of all types of valves (Including special valves, motor operated valves, PRDS, PSVs, TSVs, Control valves, On-Off / Shutdown valves, Self actuating valves) from Owner\"s storage points to contractor\"s stores/worksite and installation of valves for all rating including assembly of valves accessories like air bottles etc, if any, fixing of gaskets bolts/nuts wherever required and performing Positive Material Identification(PMI) using alloy analysers as per specification, drawings and directions of Engineer-in-Charge. |
| 125 | FLANGED/WAFER VALVES INCLUDING MOV (UPTO 600#) |
| 126 | NB 2.000INCHES |
| 127 | NB 3.000INCHES |
| 128 | NB 4.000INCHES |
| 129 | NB 6.000INCHES |
| 130 | NB 8.000INCHES |
| 131 | NB 10.000INCHES |
| 132 | CONTROL VALVES (UPTO 600#) |
| 133 | NB 3.000INCHES |
| 134 | PRESS. RELIEF/ SAFETY VALVES, PILOT OP. SAFETY VALVES (UPTO 600#)( Size are valve inlet size) |
| 135 | NB 1.000INCHES |
| 136 | SPRING SUPPORT ASSEMBLIES :- Transportation of all types of spring support assemblies from Owner\"s storage points to Agency\"s stores / worksite and installation of spring support assemblies for all rating including assembly, if any, fixing of gaskets bolts/nuts, welding attachments, wherever required and performing Positive Material Identification (PMI) using alloy analysers as per specification, drawings and directions of Engineer-in-Charge. Contractor to ensure that travel stops are removed and spring is locked in cold load position for Hydrotest. It shall be ensured that locking devices are removed and springs are properly set at hot load position during commissioning. |
| 137 | NIL |
| 138 | BOLT TENSIONING :- Carrying out tensioning of bolted joints on all types of piping as called for in EIL Specification No.6-76-0002 on already erected system including supply of all materials, recording devices, instruments etc., Providing all normal and special equipment and gadgets, skilled / un skilled labour, specialist, supervisory staff and completing the work in all respects as per specifications and instructions of Engineer-in-Charge. Some joints may require bolt tensioning more than once, but, payment for one joint shall be made only once. |
| 139 | 150# JOINTS |
| 140 | NB 14.000INCHES |
| 141 | NB 16.000INCHES |
| 142 | NB 20.000INCHES |
| 143 | NB 24.000INCHES |
| 144 | NB 42.000INCHES |
| 145 | 300# JOINTS |
| 146 | NB 10.000INCHES |
| 147 | NB 12.000INCHES |
| 148 | 600# JOINTS |
| 149 | NB 10.000INCHES |
| 150 | NB 12.000INCHES |
| 151 | REINFORCING PADS FOR PIPES :- Fabrication of reinforcing pads for pipe connection, wherever required, (from pipes only supplied by the Owner) and erection, fitup, welding & testing (including DP/MP), if required, of the same and performing Positive Material Identification(PMI) using alloy analysers as per the specifications, drawings and instructions of the Engineer-in- Charge. Note: Sizes mentioned for Reinforcing Pads are for branch pipe |
| 152 | C.S REINFORCING PADS |
| 153 | NB 2.000 INCHS |
| 154 | NB 3.000 INCHS |
| 155 | NB 4.000 INCHS |
| 156 | NB 6.000 INCHS |
| 157 | NB 8.000 INCHS |
| 158 | NB 10.000 INCHS |
| 159 | NB 12.000 INCHS |
| 160 | NB 16.000 INCHS |
| 161 | NB 20.000 INCHS |
| 162 | RADIOGRAPHY :- Performance of radiographic inspection on piping of all types & thicknesses including providing or hiring of all necessary equipment and whatever else even though not expressly mentioned but required to perform the work as per specifications and instructions of Engineer-in-Charge. Radiographs shall be submitted to the Engineer-in-charge. (Repeat Radiography due to defective radiograph on repaired joints due to Agency\"s fault and for additional radiography necessitated due to poor performance of Agency\"s welders shall be done at Agencyr\"s cost).Note: Unit for radiography quantity is \"Nos of circumferencial weld joints\" |
| 163 | FOR JOINTS THK. <= 8MM (FOR CS OTHER THAN CLASS lV OF JOB NDE SPECIFICATION) |
| 164 | NB 0.750INCHES |
| 165 | NB 2.000INCHES |
| 166 | NB 3.000INCHES |
| 167 | NB 4.000INCHES |
| 168 | NB 6.000INCHES |
| 169 | FOR JOINTS THK. <= 8MM (FOR CS AS PER CLASS lV OF JOB NDE SPECIFICATION/AS/SS) |
| 170 | NB 4.000INCHES |
| 171 | NB 6.000INCHES |
| 172 | NB 12.000INCHES |
| 173 | NB 18.000INCHES |
| 174 | FOR JOINTS ABOVE THK. 8MM |
| 175 | NB 4.000INCHES |
| 176 | NB 6.000INCHES |
| 177 | NB 8.000INCHES |
| 178 | NB 10.000INCHES |
| 179 | NB 12.000INCHES |
| 180 | NB 14.000INCHES |
| 181 | NB 16.000INCHES |
| 182 | NB 18.000INCHES |
| 183 | NB 20.000INCHES |
| 184 | NB 24.000INCHES |
| 185 | NB 26.000INCHES |
| 186 | NB 28.000INCHES |
| 187 | NB 30.000INCHES |
| 188 | NB 36.000INCHES |
| 189 | NB 60.000INCHES |
| 190 | NB 66.000INCHES |
| 191 | DYE PENETRATION/MAGNETIC PARTICLE TEST :- Performance of magnetic particle/ dye penetrant test including supply of all necessary materials, equipment and labour for carrying out the work as per specification and directions of Engineer-in-Charge. |
| 192 | DYE PENETRANT TEST |
| 193 | MAGNETIC PARTICLE TEST |
| 194 | PIPE SUPPORTS (FROM MATERIALS SUPPLIED ON FIM BASIS) :- Fabrication, erection(at all elevations) of pipe supports like shoes, cradles, hangers, clamps(of all sizes / thicknesses manufactured by forming method using die), turn buckles, saddles, guides, special supports, pads(including corrosion pads & protection shields), providing and welding of stiffeners as per drawings, T post etc. of all types including supply andapplication one coat of primer, all necessary equipments, consumables, labour, returning surplus materials and scrap etc to owners storage points and completing work as per drawings, specifications and instructions of Engineer-in-charge.This job includes Modifications / rectifications, if required, and adjustment/ alignment during precommisioning, commisioning as per the instructions of Engineer-in-charge. |
| 195 | DUMMY PIPE SUPPORTS FOR C.S (OWNER SUPPLIED) |
| 196 | DUMMY PIPE SUPPORTS FOR S.S (OWNER SUPPLIED) |
| 197 | PIPE SUPPORTS (FROM MATERIALS ISUUED ON FIM BASIS) :- Fabrication, erection(at all elevations) of pipe supports like shoes, cradles, hangers, clamps(of all sizes / thicknesses manufactured by forming method using die), turn buckles, saddles, guides, special supports, pads(including corrosion pads & protection shields), providing and welding of stiffeners as per drawings, T post etc. of all types including supply andapplication one coat of primer, all necessary equipments, consumables, labour, and completing work as per drawings, specifications and instructions of Engineer-in-charge. This job includes Modifications / rectifications, if required, and adjustment/ alignment during precommisioning, commisioning as per the instructions of Engineer-in-charge. |
| 198 | C.S STRUCTURAL STEEL(WITH FREE ISSUE MATERIAL) |
| 199 | HARDNESS TEST :- Carrying out hardness testing of weld joints on all types of piping as called for on shop / site fabricated already erected system including supply of all materials, instrument set., providing all normal & special equipment and gadgets, skilled / unskilled labour, specialist, supervisory staff and completing the work in all respects as per specifications and instructions of engineer-in-charge. The joints under this head do not include Stress Relieved joints. Joints which do not meet the hardness requirement as per spec shall be stress relieved and re tested on Agency\"s cost. No seperate payment shall be made for this. NOTE : Unit for hardness testing quantity is \"Nos. of Test Spots\". |
| 200 | NUMBER OF TEST SPOTS |
| 201 | STRESS RELIEVING :- Carrying out stress relieving of weld joints, including all types of attachment welds (corrosion pads, protection shields, supports, etc.), as applicable, on all types of piping as called for on shop/site fabricated already erected system including supply of all materials, consumables recording devices, insulation materials, instruments etc., providing all normal & special equipmentand gadgets, skilled/unskilled labour, specialist, supervisory staff and completing the work in all respects as per specifications and instructions of Engineer-in- Charge. Repeat performance due to defective stress relieving or any other account shall be on Contractor\"s cost. Payment shall be done only after submission and approval of charts. Stress relieving shall be followed by measurement of hardness and no separate payment shall be made for this. Note: Unit for stress relieving quantity is (Nos of circumferential weld joints) |
| 202 | NB 0.750INCHES |
| 203 | NB 1.000INCHES |
| 204 | NB 1.500INCHES |
| 205 | NB 2.000INCHES |
| 206 | NB 3.000INCHES |
| 207 | NB 4.000INCHES |
| 208 | NB 6.000INCHES |
| 209 | NB 8.000INCHES |
| 210 | NB 10.000INCHES |
| 211 | NB 12.000INCHES |
| 212 | NB 20.000INCHES |
| 213 | NB 24.000INCHES |
| 214 | NB 26.000INCHES |
| 215 | NB 28.000INCHES |
| 216 | Ultrasonic Testing (UT) :- Performance of UT inspection on piping of all types & thicknesses including providing or hiring of all necessary equipment and whatever else even though not expressly mentioned but required to perform the work as per specifications and instructions of Engineer-in-Charge. UT shall be submitted to the Engineer-in-charge. (Repeat UT due to defective UT on repaired joints due to Contractor\"s fault and for additional UT necessitated due to poor performance of contractor\"s welders shall be done at contractor\"s cost) Note: Unit for UT quantity is \"Nos of circumferencial weld joints\". |
| 217 | FOR JOINTS ABOVE THK. 8MM |
| 218 | NB 8.000INCHES |
| 219 | NB 10.000INCHES |
| 220 | NB 12.000INCHES |
| 221 | NB 18.000INCHES |
| 222 | NB 20.000INCHES |
| 223 | NB 24.000INCHES |
| 224 | NB 26.000INCHES |
| 225 | NB 28.000INCHES |
| 226 | NB 30.000INCHES |
| 227 | MODIFICATION/EXTRA WORKS (IF ANY) :- Cutting, bevelling, fitup, welding of different sizes of CS/AS/SS/Higher Alloy piping of all types and thicknessess in shop, in position, on ground/overhead on rack and at all elevations; transportation of pipes, fittings, flanges etc from owner\"s storage point to work site/ work shop, making necessary scaffoldings, consumables, machinery, tools, tackles, labour and supervision including attending repairs for completing the work as per the instruction of Engineer-in-charge. |
| 228 | FLAME CUTTING C.S PIPING IBR/NON IBR |
| 229 | HACKSAW CUTTING C.S PIPING IBR/NON IBR |
| 230 | BEVELLING C.S PIPING IBR/NON IBR |
| 231 | FITUP & WELDING C.S PIPING IBR/NON IBR |
| 232 | FLAME CUTTING S.S PIPING IBR/NON IBR |
| 233 | HACKSAW CUTTING S.S PIPING IBR/NON IBR |
| 234 | BEVELLING S.S PIPING IBR/NON IBR |
| 235 | FITUP & WELDING S.S PIPING IBR/NON IBR |
| 236 | FLAME CUTTING A.S PIPING IBR/NON IBR |
| 237 | HACKSAW CUTTING A.S PIPING IBR/NON IBR |
| 238 | BEVELLING A.S PIPING IBR/NON IBR |
| 239 | FITUP & WELDING A.S PIPING IBR/NON IBR |
| 240 | REMOVAL ERECTED PIPING (ABOVE GROUND) :- Removal of piping existing/ erected including SW valves for modification as required as per Drawings/P&IDs/instructions of Engineer- in-charge at all elevations, including providing assistance to owner for draining, cleaning and purging of the lines to be removed , unbolting of flanged joints /cutting of pipe lines wherever required, installation of flanges and blind flanges, removal of insulation from insulated lines, removing supports, steam tracers, all fittings and flanges, instruments etc, cutting of pipes in appropriate length for transporting purposes, cleaning, flushing, drying and transporting all materials to storage point(within the complex battery limits) designated by Owner/EIL including stacking of material and disposing of waste etc as instructed by Engineer-in-charge. |
| 241 | C.S/A.S PIPING |
| 242 | S.S PIPING |
| 243 | LOW FRICTION PADS: Supply, fabrication and fixing of low friction pads with suitable bonding materials / fasteners, as specified in Drawings / Isometrics / Special support sketches. |
| 244 | TEFLON PAD WITH COMPRESSIVE STRENGTH (0.25 OFFSET) :1870 PSI |
| 245 | GRAPHITE PAD WITH COMPRESSIVE STRENGTH : 2877 PSI |
| 246 | CALLIBRATION OF SAFETY VALVES : Cleaning, set pressure tests of pressure relief and thermal relief valves before installation, providing equipments, necessary test jig, instrument air, nitrogen cylinders, all consumables including dropping / shifting of the PSV\"s/TSV\"s from the installed position (if required) to workshop for calibration/re-calibration/re-checking, etc., and reinstall back to original location including parts replacement, gasket, stud/bolts etc., re-fixing of the PSV\"s /TSV\"s including lapping (if required) but excludes flow calibration, calibration/test reports and excluding supply of valves.Note : Size mentioned below are Safety Valve Inlet Size |
| 247 | NB 1.000INCHES |
| 248 | CLOSE PROXIMITY RADIOGRAPHY:-Performance of radiographic inspection on piping of all types & thicknesses including providing or hiring of all necessary equipment and whatever else even though not expressly mentioned but required to perform the work as per specifications and instructions of Engineer-in-Charge. Radiographs shall be submitted to the Engineerin-charge. (Repeat Radiography due to defective radiograph on repaired joints due to Agencyr\"s fault and for additional radiography necessitated due to poor performance of Agencyr\"s welders shall be done at Agency\"s cost).Note: Unit for radiography quantity is \"Nos of circumferential weld joints\", and rates are also inclusive of scaffoldings wherever required. |
| 249 | FOR JOINTS THK. <= 8MM (FOR CS OTHER THAN CLASS lV OF JOB NDE SPECIFICATION) |
| 250 | NB 3.000 INCH |
| 251 | NB 4.000 INCH |
| 252 | NB 6.000 INCH |
| 253 | FOR JOINTS THK. <= 8MM (FOR CS AS PER CLASS lV OF JOB NDE SPECIFICATION/AS/SS) |
| 254 | NB 4.000 INCH |
| 255 | FOR JOINTS ABOVE THK. 8MM |
| 256 | NB 8.000 INCH |
| 257 | NB 10.000 INCH |
| 258 | NB 12.000 INCH |
| 259 | NB 24.000 INCH |
| 260 | NB 28.000 INCH |
| 261 | NB 30.000 INCH |
| 262 | DIGITAL RADIOGRAPHY :Performance of Digital Radiographic inspection on piping of all types & thicknesses including providing or hiring of all necessary equipment and whatever else even though not expressly mentioned but required to perform the work as per requirements specified in the piping scope of work, Digital Radiography procedures B269-000-6-41 -NDT-0001 and instructions of Engineer-in-Charge. Radiographs shall be submitted to the Engineer-inCharge. (Repeat radiography due to defective radiograph on repaired joints due to contractor\"s fault and for additional radiography necessitated due to poor performance of Agency\"s welders shall be done at Agencyr\"s cost).Note:1. Unit for radiography quantity is \"nos of circumferential weld joints\".2. Digital Radiography is applicable to Process Piping. |
| 263 | FOR JOINTS THK. <= 8MM (FOR CS OTHER THAN CLASS lV OF JOB NDE SPECIFICATION) |
| 264 | NB 0.750 INCH |
| 265 | NB 2.000 INCH |
| 266 | NB 3.000 INCH |
| 267 | NB 4.000 INCH |
| 268 | NB 6.000 INCH |
| 269 | FOR JOINTS THK. <= 8MM (FOR CS AS PER CLASS lV OF JOB NDE SPECIFICATION/AS/SS) |
| 270 | NB 4.000 INCH |
| 271 | NB 18.000 INCH |
| 272 | FOR JOINTS ABOVE THK. 8MM |
| 273 | NB 4.000 INCH |
| 274 | NB 6.000 INCH |
| 275 | NB 8.000 INCH |
| 276 | NB 10.000 INCH |
| 277 | NB 12.000 INCH |
| 278 | NB 14.000 INCH |
| 279 | NB 16.000 INCH |
| 280 | NB 18.000 INCH |
| 281 | NB 20.000 INCH |
| 282 | NB 24.000 INCH |
| 283 | NB 26.000 INCH |
| 284 | NB 28.000 INCH |
| 285 | NB 30.000 INCH |
| 286 | NB 36.000 INCH |
| 287 | NB 60.000 INCH |
| 288 | NB 66.000 INCH |
| 289 | Installation of Pre-insulated SS Tubing for Steam Tracing :Transportation of all related preinsulated tubing materials from owners storage point to work site / workshop; fabrication, erection, supporting, testing etc., of Pre insulated SS Tubing from the Steam supply distribution manifold outlet upto the traced pipe & from the traced pipe to the Condensate Recovery manifold including supply of all enabling materials (including adaptor for joining tube with CS pipe),clamps, supports etc.; including tube bending, cutting, end preparation, making connections, supporting etc. as per specification (B269-6-44-0022),manufacturer specification, standard & guidelines etc. with all other tools and tackles including bending/crimping tools, sealing kits etc., skilled manpower including adequate prevention from dust contamination etc. to complete the work in all respect at all elevations as per the directions of the Engineerin-Charge |
| 290 | Pre-insulated SS tubing |
| 291 | 0.5 INCH (WITH LP STEAM ) |
| 292 | 0.5 INCH (WITH MP STEAM) |
| 293 | 0.75 INCH (WITH LP STEAM) |
| 294 | 0.75 INCH (WITH MP STEAM) |
| 295 | Installation of pre-fabricated Hook-ups on the line: Welding of First joint of Prefabricated hook- ups on pipe / equipment / orifice flange / flow-meter end, Welding of end connection on tapping / Pre-fabricated hook-ups, seal run of threaded connection including erection of supports, mounting of instrument stanchions (2\" pipe) through pipe clamp / Brackets (if required), performing Positive Material Identification (PMI) using alloy analyzers and performing Radiography on all welds. PWHT to be done wherever applicable as per the piping class. Transportation of all items from Owner\"s storage point to work site/ workshop. Welding/ fixing of pipe clamps, instrument stanchion. Prefabricated hook-up welding on pipe shall be of dissimilar material. Material of Pre-fabricated hook-ups shall be SS (316/321). |
| 296 | Flow assembly with 0.5\" TH connection (without PWHT) |
| 297 | Pressure assembly with 0.75\" SW connection (without PWHT) |
| 298 | Flame proof torches- rechargeable (with high intensity) |
| 299 | Supply of 40/80 wire-mesh SS for covering strainers/filters |
| 300 | Supply of rubber hoses(1\", 15 mtr length, pressure-500 psi) |
| 301 | Supply of fire hoses with connector for fire hydrants (dia. 63 mm, length-15 mtr as per relevant international specifications) |
| 302 | To and fro transportation of all electrical, instruments, mechanical items from site/store (EIL within 50 kmradius as per instruction of engineer-in charge. Suitable packing shall be included in quoted rates) |
| 303 | Fabrication & installation of chain in valves as per EIL Std.7-44-0050 & as per the instruction of Engineer -in-Charge. material for the same shall be in contractor scope. |
| 304 | NB 2 INCH - 6 INCH |
| 305 | NB 8 INCH - 14 INCH |
| 306 | EQUIPMENT - PACKAGE |
| 307 | INSTALLATION OF FIELD ASSEMBLED PACKAGES COMPRISING OF KNOCKED DOWN EQUIPMENT: Handling and transportation of Package consisting of single or multiple skids including interconnecting piping between skids from Owner\"s storage point to work site/contractor\"s stores. Assembly of sub-assemblies, placing the equipment on foundations/structures, levelling, aligning, fixing of foundation bolts, providing (including supply) packing / shim plates, chipping and dressing of foundations, grouting (including supply and applications of grout material), cleaning and flushing of equipment with water, draining and drying with compressed air, erection of vendor\"s supplied loose inter- connecting piping including instruments, piping accessories and supports, wherever required. Purging the line with air/gas as per the instruction of Package supplier (wherever applicable), providing manpower for carrying out pre-commissioning, commissioning and testing under the supervision guidance of Manufacturer\"s/Owner\"s personnel and rectifying defects, if any and completing the work in all respects as per drawing(s), specifications, scope of work and instructions of engineer in charge for each equipment including drives and accessories listed below :NOTE (1): Erection of Vendor\"s supplied loose interconnecting piping is already covered above and the indicated weight of respective package mentioned below includes the same.NOTE (2): Contractor\"s scope shall also cover field welding which includes fabrication & hydro/pneumatic testing, DPT/MPT/NDT testing, etc. of vendor\"s supplied loose interconnecting piping(pre-fabricated spools/commercial length), wherever required. Same shall be payable extra at the rate provided against respective piping SOR items. |
| 308 | Bagging & Palletising system, total 4 Nos. of 40 MT each(For details refer doc no. B269-999-80-42-SOW-3002-B2) |
| 309 | EQUIPMENT - ROTATING |
| 310 | Handling and transportation of Rotating Equipment & miscellaneous items of equipment package from Owner\"s storage points to work site / contractor\"s stores, assembly of sub-assemblies, field assembly (as applicable) placing the equipment on foundations (including some amount of cutting, welding & field joints wherever required), levelling, aligning, fixation of foundation bolts, providing (including supply) packing / shim plates (as applicable), including chipping & dressing of foundations, grouting (including supply and application of grout material, equipment base frame filling as per vendor recommendation with specified grout), cleaning and flushing, draining and drying, purging of lines, and providing manpower and tools / equipment for NDT, testing, carrying out trial and start-up runs and testing under supervision of manufacture\"s / customer personnel, rectifying defects (if any), insulation (as applicable), precommissioning and commissioning (as applicable) and completing the work in all respects as per drawings, job specifications / scope of work and instructions of Engineer-in-charge for each equipment including drivers and accessories, as listed below.NOTE: Scope also includes erection, fabrication, insulation (as applicable), welding & field joints wherever required, installation & NDT of vendor supplied prefabricated spools / commercial length between various skids of an equipment package (payable at the rate provided against piping SOR items). |
| 311 | Pump Packages (all types) with drivers, auxiliaries and accessories. |
| 312 | All Types of Pumps (Electric Motor Driven) along with driver, auxiliaries and accessories (SingleSkid). |
| 313 | EQUIPMENT - STATIC |
| 314 | EQUIPMENT ERECTION |
| 315 | EQUIPMENT ERECTION:Transportation of reactors, columns, vessels, silencers, heat exchangers (shell and tube, plate fin, plate) and electric heater etc. from owner\"s storage point to work site, assembly of parts, subassemblies, erection at all elevations, aligning, verticality checking, grouting, tightening of foundation bolts, welding of washer on anchor chairs, erection of wooden pillow for cold equipments, stacking of multi-tier exchanger(which are stored in unstacked condition), arranging hooks for test ring/ test flanges in heat exchangers, installation of demister, internal gratings, distributor, pipe davit, installation of mixer/agitator, cleaning and flushing by water, draining, drying by compressed air, arranging all tools, tackles, machinery, consumables, transportation equipment, erection equipment, instruments, labour, ancillary, etc. to complete the work in all respects as per drawings, equipment detail, specifications and instructions of the Engineer-in-Charge. |
| 316 | Equipment weighing less than 500 MT but 100 MT and above |
| 317 | Equipment weighing less than 30 MT but 10 MT and above |
| 318 | Equipment weighing less than 10 MT |
| 319 | ARCHITECTURE |
| 320 | ROOFING |
| 321 | Providing and fixing 40mm x 6mm M.S. FLAT WIND TIES over sheeting with anticorrosive polymer coated G.I. nuts, bolts, polymer cap, seal and thrust washers of approved make iincluding painting with two coats of synthetic enamel paint of approved make over a coat of approved quality red oxide zinc chromate primer etc.all complete. |
| 322 | Providing and laying in position approved quality profiled, precoated, steel sheets (for roofing, cladding etc.) made from cold rolled high tensile Zincalume/ Galvalume Steel of 550 MPA yield stress conforming to IS:513, IS:15961 and ASTM AS: 1397; the substrate shall be hot dip metallic coating of aluminium- zinc alloy (150 grams per sq. mtr. Total on both sides, coating class AZ150); the bottom unexposed surface shall be provided with alkyd backer of minimum 5 microns over a 5 micron coat of primer; top exposed surface shall have SDP (Super Durable Polyester) paint system MINIMUM 20 microns in approved shade applied over 5 microns primer; overall coated thickness of sheets not less than 0.52 mm having base metal thickness of minimum 0.45mm (negative tolerance not acceptable), profile depth not less than 28mm and pitch of 195 to 255mm; including cutting, mitering, laps, providing cutouts for fixing accessories, necessary fastners (approved quality anti corrosive polyester polymer coated, rivets, nuts, bolts, self drilling screws/ fasteners with integral washers and EPDM seals, and nylon colour caps and natural cure type joint sealants etc.) All complete as per approved manufacturer\"s specifications. Note: The steel sheet shall have brand marking of coated steel manufacturer (product details, date, mfg name, etc) on back side at regular interval confirming genuinity of the material. |
| 323 | Providing and laying in position roofing and cladding accessories like ridge piece, corner piece, north light curve piece, apron piece, gutter, flashing etc. fabricated out of 0.5mm precoated Zincalume/ Galvalume Steel steel sheets of same material/ quality etc. as that of sheeting; bent and profiled to match with the roofing and cladding, including all cutting, fabrication, rivetting, fastners etc. all complete. |
| 324 | Polycarbonate sheets roofing/ claddingProviding and fixing in position (for roofing and cladding) machine made 2mm thick corrugated polycarbonate sheets (conforming to IS :14434, 14443) of approved manufacturer (in approved shade) extruded from polycarbonate resin, having profiles as approved/ matching exactly with the surrounding pre-coated roofing/ cladding sheets and having following properties:(a) Specific gravity 1.2 g/ cm3 (b) Hardness 119 M Scale(c) Tensile Strength 64 Mpa(d) Compressive strength 66Mpa(e) Impact Strength 900 J/mThe item includes fixing to steel structure members (truss/ purlins)/ brick masonry walls by means of polymer coated \"J\" or \"L\" hooks, bolts, nuts 8mm dia G.I. bitumen washers etc. all complete as per approved manufacturer\"s recommendations and specifications. |
| 325 | STRUCTURAL |
| 326 | EARTH WORK (REFER SPECIFICATION NO. 6-68-0003) |
| 327 | Earthwork excavation in soil |
| 328 | 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. |
| 329 | 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 beyond 1.5m and upto and inclusive of 3.0m 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. |
| 330 | 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 beyond 3.0m and upto & inclusive of 4.5m 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. |
| 331 | Transporting & Disposing the SURPLUS EARTH AND DEBRIS |
| 332 | Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 100M AND UPTO 1KM 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). |
| 333 | Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 1.0KM AND UPTO & INCLUSIVE OF 3.0KM 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 oftruck reduced by 30% for voids). |
| 334 | \"Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction areas to areas ANYWHERE OUTSIDE THE PLANT BOUNDARY, including re-excavating the deposited soil excavated earlier, loading, transportation, 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. \" |
| 335 | SHORING AND STRUTTING |
| 336 | Providing and installing approved type of \"SHORING & STRUTTING\" by open timbering method for all depths to retain earth including dismantling and removal of the same etc. from site after completion of work etc. all complete as directed. |
| 337 | Providing and installing approved type of \"SHORING & STRUTTING\" by close timbering method for all depths to retain earth including dismantling and removal of the same etc. from site after completion of work etc. all complete as directed. |
| 338 | Backfilling after execution of work |
| 339 | BACKFILLING after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps within 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. |
| 340 | BACKFILLING after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps beyond a LEAD OF 100M AND UPTO & INCLUSIVE OF 500M 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. |
| 341 | BACKFILLING after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps beyond a LEAD OF 500M AND UPTO & INCLUSIVE OF 1KM 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. |
| 342 | Making cut-outs in RCC slab/ wall upto a thickness of 400mm (taking all necessary safety precautions) by vibration-less spark-free mechanical means like core-cutting, wet cutting by diamond wall saw system at all depths & heights including supply of all tools & tackles, necessary scaffolding etc. cutting of reinforcement bars, disposal of unserviceable material, plastering & finishing the cut surfaces, all complete as specified and directed by the Engineer-in- Charge (Measurement on Plan/ Elevation Area basis). |
| 343 | Demolishing RCC WORK (taking all necessary safety precautions) for all heights above plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, straightening, scraping and cleaning of reinforcement bars, stacking of serviceable materials, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. |
| 344 | Demolishing RCC WORK (taking all necessary safety precautions) for all depths below plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, straightening, scraping and cleaning of reinforcement bars, stacking of serviceable materials, disposal of unserviceable material to spoil heaps ANYWHERE OUTSIDE THE PLANT BOUNDARY, all complete as specified and directed. 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. (Excavation & backfilling shall be paid separately under relevant items). |
| 345 | Demolishing RCC WORK (taking all necessary safety precautions) for all heights above plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, straightening, scraping and cleaning of reinforcement bars, stacking of serviceable materials, disposal of unserviceable material to spoil heaps ANYWHERE OUTSIDE THE PLANT BOUNDARY, all complete as specified and directed. 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. (Excavation & backfilling shall be paid separately under relevant items). |
| 346 | Chipping of RCC WORK (taking all necessary safety precautions) by CHISELLING, upto & inclusive of 25mm thickness including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, lapping/welding of reinforcement bars as per drawings, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete at all heights and depths, as specified and directed. (Excavation and backfilling shall be paid separately under relevant items). |
| 347 | Chipping of RCC WORK (taking all necessary safety precautions) by CHISELLING, beyond 25mm and upto & inclusive of 50mm thickness including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, lapping/welding of reinforcement bars as per drawings, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete at all heights and depths, as specified and directed. (Excavation and backfilling shall be paid separately under relevant items). |
| 348 | Chipping of RCC WORK (taking all necessary safety precautions) by CHISELLING, beyond 50mm and upto & inclusive of 100mm thickness including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, lapping/welding of reinforcement bars as per drawings, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete at all heights and depths, as specified and directed. (Excavation and backfilling shall be paid separately under relevant items). |
| 349 | Chipping of RCC WORK (taking all necessary safety precaution) by CHISELLING for thickness more than 100mm for all depths below plinth level including supply of all tools & tackles, scaffolding, propping, underpinning, etc. exposing, cutting, lapping/welding the reinforcement bars as per drawings & cleaning the same by wire brushing, washing the exposed surfaces, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. (Excavation and backfilling shall be paid separately under relevant items). |
| 350 | Chipping of RCC WORK (taking all necessary safety precaution) by CHISELLING for thickness more than 100mm for all heights above plinth level including supply of all tools & tackles, scaffolding, propping, underpinning, etc. exposing, cutting, lapping/welding the reinforcement bars as per drawings & cleaning the same by wire brushing, washing the exposed surfaces, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. |
| 351 | Pockets - Non FIM Items |
| 352 | Making POCKETS/HOLES of sizes upto & inclusive of 200 x200x500mm in RCC/PCC works (taking all necessary safety precautions) by chiselling/drilling, including supply of all tools & tackles, necessary scaffolding etc. cutting of reinforcement bars, cleaning the pockets of all debris, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary all complete at all heights & depths as specified and directed. |
| 353 | PCC _ Non FIM Items |
| 354 | Demolishing PLAIN CEMENT CONCRETE work (taking all necessary safety precautions) for all depths below plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc. disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. (Excavation and backfilling shall be paid separately under relevant items) |
| 355 | Demolishing PLAIN CEMENT CONCRETE work (taking all necessary safety precautions) for all heights above plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc. disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. |
| 356 | Demolishing PLAIN CEMENT CONCRETE work (taking all necessary safety precautions) for all depths below plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc. disposal of unserviceable material to spoil heaps ANYWHERE OUTSIDE THE PLANT BOUNDARY, all complete as specified and directed. 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. (Excavation & backfilling shall be paid separately under relevant items). |
| 357 | Steelwork - Non FIM Items |
| 358 | Dismantling bolted/rivetted/welded STRUCTURAL STEEL WORK of all descriptions (taking all necessary safety precautions), including supply of all tools and tackles, consumables, necessary scaffolding etc., providing temporary bracings as required, cutting (by flame or saw) gusset plates, bolts, nuts, weldings etc., transporting and stacking of the serviceable materials, cleaning the site of work of all unserviceable materials for disposal to spoil heaps anywhere within the plant boundary, all complete at all depths and heights, as specified and directed. |
| 359 | AC / GI Sheets - Non FIM Items |
| 360 | Dismantling GI/asbestos/translucent sheets, ridges, gutters etc. (taking all necessary safety precautions) in roofings and wall claddings, including supply of all tools & tackles, necessary scaffolding, consumables, cutting (by flame or saw) of fixing hooks, transporting and stacking the serviceable materials, cleaning the site and disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete for all levels, as specified and directed. |
| 361 | MISCELLANEOUS ITEMS (REFER SPECIFICATION NO. 6-68-0013) |
| 362 | BI-POLAR CONCRETE PENETRATING CORROSION INHIBITING ADMIXTURE |
| 363 | Supplying and mixing of approved brand of BI-POLAR CONCRETE PENETRATING CORROSION INHIBITING ADMIXTURE (confirming to EIL Specification No. 6-68-0017) in concrete as per manufacturer\"s specification for protection of reinforcement against corrosion. Supply of admixture in Agency\"s scope. |
| 364 | Cutting RCC Piles - Non FIM Items |
| 365 | Cutting the heads of R.C.C. piles of diameter upto 600mm and a length not exceeding 1500mm including exposing/ cleaning, bending of the reinforcement, making site clean for casting of pile cap and removal of debris to the spoil heaps within the plant boundary etc. all complete as specified & directed. (Excavation; if any, to be measured separately under respective item). |
| 366 | Building pile heads - Non FIM Items |
| 367 | Providing and building up pile heads of diameter upto 600mm in RCC of grade M30 with 20mm and down size graded crushed stone aggregates/ gravel including all shuttering but excluding the cost of reinforcement (to be measured under respective item) all complete as directed. |
| 368 | Sand Filling - Non FIM Items |
| 369 | Supplying and filling approved SAND of specified quality under floors, in foundations, plinths, tank foundations etc. for all depths and heights including cost of sand, royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layers of loose thickness not exceeding 150 mm, watering, ramming, compacting with mechanical compactors and/or other equipment to the specified levels to achieve 85% relative density as per IS:2720 Part XIV, including preparation of subgrade to the required slope, providing testing apparatus and testing the degree of consolidation all complete as per drawings, specifications and direction of Engineer- in-charge. The rates shall be inclusive of the cost of all labour, material, equipments etc. all complete . |
| 370 | BONDING FRESH CONCRETE TO OLD CONCRETE BY EPOXY RESIN BONDING SYSTEM (REFER SPECIFICATION NO. 6-68-0056) |
| 371 | Epoxy Resin - non FIM Items |
| 372 | Providing and applying approved EPOXY RESIN (prepared as per manufacturer\"s recommendation) for bonding of fresh concrete to old concrete in all types of structure at all depths and heights including cleaning of concrete surface, removing of all loose concrete pieces, making rough by chiselling, taking off the skin of concrete, application of Epoxy Resin System by spraying, necessary working platforms, props, scaffolding and other safety measures, removal of same after completion etc. all complete as specified and directed. (Excavation, backfilling, removal of surplus earth, keeping pit dry by pumping/bailing subsoil water shall be paid separately under relevant items). |
| 373 | FIREPROOFING OF STEEL STRUCTURES (REF SPEC NO 6-68-0033) |
| 374 | Concrete - Non FIM Items |
| 375 | Vermiculite Concrete for Structural Steel - Non-FIM Items |
| 376 | Mechanical works |
| 377 | Dismantling Of steel works |
| 378 | Dismantling structural steel already erected by others including provision of adequate temporary supports, bracings etc. wherever required, to ensure safety of the affected structure or part thereof, and replacing back all original members into their respective positions true to line and level, removing all temporary supports/bracings, welding/bolting of the end connections, splicing or strengthening the member and their joints to regain original strengths, all complete as directed by the Engineer-in-Charge. Note: The weight of dismantled and re- erected structure shall be measured only once.(SUPPLY OF ALL MATERIALS IN CONTRACTOR\"S SCOPE) |
| 379 | PLAIN & REINFORCED CEMENT CONCRETE: (REFER SPECIFICATION NO. 6-68-0004) |
| 380 | PCC - Non FIM Items |
| 381 | 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 aggregates/Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE AGENCY |
| 382 | 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 grade M20 with 20mm and down size graded crushed stone aggregates/Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE AGENCY |
| 383 | RCC Substrutures - Non FIM Items |
| 384 | Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUB-STRUCTURE e.g. foundations, raft, beams, slabs, pile caps, retaining walls, dyke walls, jambs, counterforts, buttresses, pedestals, pipe sleepers, columns, suspended floors, staircases, landings, steps, brackets etc., including equipment/ machine foundations & pedestals viz. compressors, ID & FD fans, pumps, generators, crushers, mills, etc., (including single pour concreting as specified on the drawing), applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING & SPECIFIED ADMIXTURES) 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 THE CONTRACTOR. |
| 385 | Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUB-STRUCTURE e.g. trenches, culverts, manholes, pipe encasement, catchpits, drains, pits, etc., applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING & SPECIFIED ADMIXTURES) 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 THE AGENCY. |
| 386 | RCC Superstructures - Non FIM Items |
| 387 | Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUPER STRUCTURE in suspended floors, slabs, beams, columns, walls including counterforts, staircases, landings, steps, facias, fins, mouldings, gutters, shelves, window sills, canopies, lintels, girders, ducts, brackets, chajjas with drip moulds, pedestals, posts, struts, equipment/ machine foundations, ramps etc. (including single pour concreting as specified on the drawing), providing cement wash (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING AND SPECIFIED ADMIXTURES) FOR ALL HEIGHTS UPTO & INCLUSIVE OF 20 m ABOVE PLINTH LEVEL in any shape, position, thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. |
| 388 | Precast Elements - Non FIM Items |
| 389 | Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as manholes, catch-basins, pits, pipe sleepers, box-culverts, drains, trenches, etc. of M-30 grade with 20mm and down size graded crushed stone aggregates/ gravel, each unit beyond 1000 kg and upto and inclusive of 3000 kg. for all leads, levels below plinth, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering wherever required, providing lifting hooks, metal inserts, making holes, pockets, (only M.S. inserts to be measured & paid separately) transporting to site, erecting, levelling, aligning and fixing in position with cement mortar 1:3 (Cement : 3 Coarse Sand), breaking bricks and/ or concrete surfaces and making good the same etc. all complete (excluding the Cost of Reinforcement) and as directed. All materials including cement supplied by the contractor. |
| 390 | Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as columns, beams, cover slabs, lintels, louvers, fins, shelves etc. of M-30 grade with 20mm and down size graded crushed stone aggregates/gravel, each unit upto and inclusive of 500 kg. for all leads, levels, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering wherever required, finishing the top surface with cement mortar 1:3 ( 1 Cement : 3 Sand) to give a smooth and even surface, or non skid finish as specified, providing lifting hooks, metal inserts, making holes pockets, (only M.S. inserts to be measured & paid separately) transporting to site, erecting, levelling, aligning and fixing in position with cement mortar 1:3 ( Cement : 3 Coarse Sand), breaking bricks and/or concrete surfaces and making good the same etc. all complete (excluding the Cost of Reinforcement ) and as directed. All materials including cement supplied by the contractor. |
| 391 | Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as columns, beams, cover slabs, lintels, louvers, fins, shelves etc. of M-30 grade with 20mm and down size graded crushed stone aggregates/gravel, each unit beyond 500 kg and upto and inclusive of 1000 kg. for all leads, levels, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering wherever required, finishing the top surface with cement mortar 1:3 ( 1 Cement : 3 Sand) to give a smooth and even surface, or non skid finish as specified, providing lifting hooks, metal inserts, making holes pockets, (only M.S. inserts to be measured & paid separately) transporting to site, erecting, levelling, aligning and fixing in position with cement mortar 1:3 (1 Cement : 3 Coarse Sand), breaking bricks and/or concrete surfaces and making good the same etc. all complete (excluding the Cost of Reinforcement ) and as directed. All materials including cement supplied by the Agency. |
| 392 | HYD Bars / MS Bars - Non FIM Items |
| 393 | Supplying and placing in position HIGH YEILD-STRENGTH DEFORMED STEEL BARS REINFORCEMENT of Grade Fe500D TMT conforming to IS:1786, for RCC work including transporting the Steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with 18 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 AGENCY\"S SCOPE. |
| 394 | Conc. Encasing - Non FIM Items |
| 395 | Providing and laying Reinforced Cement Concrete of grade M-30 with 20mm and down size graded stone aggregates for ENCASING OF STRUCTURAL STEEL WORK including chamfering wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (excluding the cost of Reinforcement and Shuttering) for all heights and depths in any shape, position, and thickness etc. all complete as specified and shown. Cement. All materials supplied by the Agency. |
| 396 | Centering and Shuttering - Non FIM Items |
| 397 | 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. for all depths below and upto & inclusive of plinth level 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. |
| 398 | Providing and fixing CENTERING & SHUTTERING in superstrctures in retaining walls, jambs, counter-forts, buttresses, equipment/ machine foundations, abutments,columns, lintels, suspended slabs, beams, staircases, landings, steps, non-circular tunnels/ bunkers/ silos/ shafts/ hoppers/ liquid storage structures etc. for all heights above plinth level 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. |
| 399 | Expansion joints - Non FIM Items |
| 400 | Providing 20mm wide EXPANSION JOINTS in flooring and pavement slabs and ISOLATION JOINTS around equipment foundations / columns / pedestal / trenches etc. including cleaning the joints of all loose material, filling clean sand for the full depth of slab (upto and inclusive of 300 mm) except for 12mm depth from top and sealing the top 12mm with approved two part liquid polysulphide Sealing Compound as per IS:12118 etc. all complete as shown, specified and directed. |
| 401 | Mechanical Rebar Couplers - Non-FIM items |
| 402 | \"Supplying and fixing MECHANICAL REBAR COUPLER of approved make for jointing high strength deformed steel reinforcement bars of Grade Fe500D (conforming to IS:1786) of dia. upto and inclusive of 25 mm at all levels & locations including testing as per manufacturer\"s recommendations, adjusting etc. all complete as specified and directed.\" |
| 403 | \"Supplying and fixing MECHANICAL REBAR COUPLER of approved make for jointing high strength deformed steel reinforcement bars of Grade Fe500D (conforming to IS:1786) of dia. above 25 mm at all levels & locations including testing as per manufacturer\"s recommendations, adjusting etc. all complete as specified and directed. |
| 404 | Fixing Re-bars in already cast concrete - Non FIM Items |
| 405 | Designing, supplying and fixing rebars in already cast concrete, including drilling, cleaning hole with air blow-out & wire-brush and injecting odourless Chemical of approved make, packed in dual foil, with the help of dispenser into a hole of diameter and depth as per manufacture specification, at all levels & locations for high strength deformed steel reinforcement bars of dia. upto 12 mm of Grade Fe500D (conforming to IS:1786), DESIGNED FOR FULL TENSILE ANCHORAGE, including testing (as per manufacturer\"s recommendations), adjusting and making good any damage done to the structure etc. all complete as specified and directed. SUPPLY OF ALL MATERIAL IN AGENCY\"S SCOPE EXCLUDING REINFORCEMENT BARS. |
| 406 | Designing, supplying and fixing REBARS in already cast concrete, including drilling, cleaning hole with air blow-out & wire-brush and injecting odourless Chemical of approved make, packed in dual foil, with the help of dispenser into a hole of diameter and depth as per manufacture specification, at all levels & locations for high strength deformed steel reinforcement bars of dia. 16 mm & 20 mm of Grade Fe500D (conforming to IS:1786), DESIGNED FOR FULL TENSILE ANCHORAGE, including testing (as per manufacturer\"s recommendations), adjusting and making good any damage done to the structure etc. all complete as specified and directed. SUPPLY OF ALL MATERIAL IN AGENCY\"S SCOPE EXCLUDING REINFORCEMENT BARS. |
| 407 | Designing, supplying and fixing rebars in already cast concrete, including drilling, cleaning hole with air blow-out & wire-brush and injecting odourless Chemical of approved make, packed in dual foil, with the help of dispenser into a hole of diameter and depth as per manufacture specification, at all levels & locations for high strength deformed steel reinforcement bars of dia. 25 mm & 28 mm of Grade Fe500D (conforming to IS:1786), DESIGNED FOR FULL TENSILE ANCHORAGE, including testing (as per manufacturer\"s recommendations), adjusting and making good any damage done to the structure etc. all complete as specified and directed. SUPPLY OF ALL MATERIAL IN AGENCY\"S SCOPE EXCLUDING REINFORCEMENT BARS. |
| 408 | SAFETY (REFER EIL SPECIFICATION) |
| 409 | Safety Structures - Non FIM Items |
| 410 | Supplying, Transporting, Storing, Fabricating & Erecting in position and testing/ examining bolted and/ or welded Structural Steel Works at all locations and levels in HANGER SCAFFOLDING below piperack, comprising of hangar channels, fabricated pen wen ladder beams, steel planks bent to shape and size and any other sections, if required, all as per sketches/ specifications and load tested for statisfactory performance, including 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 and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, including preparation and submission of detailed fabrication drawings, preparing the surface for painting as per BIS codes after fabrication etc. all complete as specified and directed. All items shall be removed & carried back by Contractor as per instructions of Engineer-in-Charge after completion of works. (Supply of All Material In Contractor\"s Scope). |
| 411 | Covering of existing openings in buildings with 6 mm thick MS chequered plates by stitch welding (12 mm @ 500 mm centres) to the existing steel framework and in case existing MS framework is not available, by providing necessary anchor fastner (Mechanical) in concrete/ brick wall etc., including cutting, grinding edges, hoisting, fixing in position all complete as per the directions of Engineer-in-Charge. Rate is inclusive of supply of all materials and consumables. |
| 412 | Providing and fixing double scaffolding system of any height made with 40 mm dia MS tube 1.5 m centre to centre, horizontal & vertical tubes joining with MS tubes, MS tube challies, MS clamps and MS staircase system in the scaffolding for working platform/ staircase etc., and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. 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., all complete as per directions and approval of Engineer-in-charge. (Height shall be measured from Floor/ platform from where scaffolding is erected) including providing Aluminium ladders for safe acess of workers. |
| 413 | Providing of steel scaffold stair tower system with minimum 800 mm wide flights, landings at every 1.5 to 2.0 m height, handrailing around flights and landings for safe access upto a height of 12.0 m, all complete including supply of all materials, tools & tackles, manpower etc., at the location directed by Engineer-in-Charge on monthly rental basis. Rental charges shall be payable after completion of erection of the system and acceptance by the Engineer-in-Charge. Rates shall also be inclusive of dismantling of the system and taking out all materials from the project permises as directed by the Engineer-in-Charge. Rate quoted shall be for Running Meter (Height) per month. |
| 414 | STRUCTURAL STEEL WORKS SPEC NO. 6-68-0006 |
| 415 | General Steel Works - FIM Items |
| 416 | Dismantling, modification & re-erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS ALREADY ERECTED BY OTHERS at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, 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 and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, repair of damaged portion of primer as per Sl No 7.2.1 of Table 7.2 of Standard Specification for Surface Preparation and Protective Coating Document No. 6-79-0020 (or as per Job Specification, wherever applicable), grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified etc., all complete. SUPPLY OF ALL OTHER MATERIAL (OTHER THAN ALREADY ERECTED STRUCTURAL STEEL) IN CONTRACTOR\"S SCOPE. |
| 417 | Dismantling, modification & re-erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS ALREADY ERECTED BY OTHERS at all locations and levels MORE THAN 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, 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 and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, repair of damaged portion of primer as per Sl No 7.2.1 of Table 7.2 of Standard Specification for Surface Preparation and Protective Coating Document No. 6-79-0020 (or as per Job Specification, wherever applicable), grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified etc., all complete. SUPPLY OF ALL OTHER MATERIAL (OTHER THAN ALREADY ERECTED STRUCTURAL STEEL) IN CONTRACTOR\"S SCOPE. |
| 418 | Transporting, Assemblingand Erecting in position bolted and/ or welded already fabricated Structural Steel works (of any Grade) at all levels & locations, comprising of rolled/ built-up sections made of joists, channels, angles, flats rounds, plates cut and/ or bent to any shape and size, in beams, girders, trusses columns, brackets, bracings, ladders (with or without cage), safety chain brackets, staircases, handrailings and platforms of any shape and size (including chequered plates/ gratings), on vertical and/ or horizontal equipments, in miscellaneous valve operating platforms, pipe supports etc, fixing in line and level with temporary staging and removal of the same after erection, grouting below base plates with free flow non shrink/ ordinary grout as specified to bring them to required levels, all complete as shown, specified and directed. ALREADY FABRICATED STRUCTURAL STEEL SHALL (WITH CONNECTION BOLTS) BE PROVIDED TO CONTRACTOR FREE OF COST. SUPPLY OF ALL OTHER MATERIAL IN CONTRACTOR\"S SCOPE. |
| 419 | General Steel Works - Non FIM Items |
| 420 | Taking delivery, Fabricating at Shop outside the plant boundary, transporting fabricated items to site, unloading, storing, erecting in position and testing/ examining, bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E250A / E250BR / E250B0 (conforming to IS:2062 at all locations and levels UPTO & INCLUSIVE OF 20 M ABOVE HPP/ FGL including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, 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 and plugging any open ends & holes of box sections), 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 all complete. SUPPLY OF STRUCTURAL STEEL IS EXCLUDED FROM AGENCY\"S SCOPE. |
| 421 | Taking delivery, Fabricating at shop outside the plant boundary, transporting fabricated items to site, unloading, storing, erecting in position and testing/ examining, bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E250A / E250BR / E250B0 (conforming to IS:2062 at all locations and levels MORE THAN 20 M ABOVE HPP/ FGL including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, 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 and plugging any open ends & holes of box sections), 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 all complete. SUPPLY OF STRUCTURAL STEEL IS EXCLUDED FROM AGENCY\"S SCOPE. |
| 422 | STRUCTURAL STEEL WORKS (TUBULAR/HOLLOW SECTION) (REFER SPECIFICATION NO.6-68-0007) |
| 423 | Yst310 IS 4923 |
| 424 | Taking delivery, transporting, storing, fabricating, erecting in position & testing/examining at all locations and levels, bolted and/or welded STRUCTURAL STEEL WORKS of all types using COLD FORMED (RECTANGULAR/SQUARE) HOLLOW SECTIONS conforming to IS: 4923, Grade Yst-310 of approved make in all type of trusses, purlins, girders, side rails, columns, runners, beams, ties, portals, framework,bracing, brackets, sagrods etc. including all handling straightening/bending if required, cutting to required size & shape, edge preparation, welding & bolting of joints, providing and fixing end caps and plugging holes, fixing in line and level with necessary temporary staging and removal of the same after erection, grouting with Ordinary/ premix free flow Non-Shrink Grout as specified all complete as specified and directed (SUPPLY OF STRUCTURAL STEEL IS EXCLUDED FROM AGENCY\"S SCOPE). |
| 425 | MISCELLANEOUS STEEL WORKS SPECIFICATIONS NO. 6-68-0008 |
| 426 | MS Metal Inserts - Non FIM Items |
| 427 | 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 auxiliary dummy structures to support the heavy inserts, painting exposed surfaces with a coat of primer as per EIL Specification No. 6-79-0020 (or as per Job Specification wherever applicable) etc. all complete for all depths and heights as specified and directed. (SUPPLY OF ALL MATERIALS IN AGENCY\"S SCOPE). |
| 428 | MS Grating Cat. A,B - Non FIM Items |
| 429 | Supplying, fabricating and erecting in position at all levels and locations ELECTROFORGED GALVANISED GRATING (purchased from approved manufacturer of the Owner) conforming to EIL Standard No. 7-68-0697 (in walkways, platforms, stair treads etc.) and EIL Standard No. 7- 65-0206 (in catch basins, drains, 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, fixing with manufacturer\"s supplied galvanised clamps, preparation and submission of fabrication drawings, all complete as specified and directed (SUPPLY OF ALL MATERIALS IN AGENCY\"S SCOPE). |
| 430 | Making openings in galvanized grating for pipes / ducts etc., at all levels and at at all locations by cutting the existing grating and providing 50x6 galvanised flat as toe protection for the openings by welding and application of galvanized paint as per EIL Standard No. 7-68-0697, all complete. Payment shall be made as per number of openings. |
| 431 | MS Rungs - Non FIM Items |
| 432 | Supplying, fabricating, fixing and keeping in position M.S. RUNGS in R.C.C. works at all depths and heights including handling, transporting the steel to site workshop and site of work, straightening, if required, cutting, bending to shape, necessary tying and welding with reinforcement, adjustment of shuttering, cleaning, surface preparation, shop primer as per EIL Spec. 6-79-0020 (or Job Specification, wherever applicable) and two coats of anticorrosive paint of approved quality on the exposed portion of rungs etc. all complete as specified and directed (SUPPLY OF ALL MATERIALS IN AGENCY\"S SCOPE). |
| 433 | Hand Railing 1000mm - Non FIM Items |
| 434 | Supplying, fabricating and fixing in position at all locations 1000 mm high INCLINED HAND RAILING (for staircases) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32 mm nominal diameter medium grade M.S. Tubes conforming to IS:1239 including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, hot-dip galvanising (80-85 micron as per IS:4759, IS:2629, IS:4736, IS:2633), shop primer (1 coat of P6 of 40 micron) as per Sl. No. 8.1 of Table 8.0 of EIL SPEC. 6-79-0020 (or as per Job Specification, wherever applicable) etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN AGENCY\"S SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed). |
| 435 | Supplying, fabricating and fixing in position at all locations 1000 mm high HORIZONTAL HAND RAILING (for platforms, walkways, etc. or any other location as directed) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500 mm c/c) with 32 mm nominal diameter medium grade MS Tubes conforming to IS:1239 and 100x5 MS Toe Plate confirming to IS:2062 (Grade A/B), including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, hot-dip galvanising (80-85 micron as per IS:4759, IS:2629, IS: 4736, IS:2633), shop primer (1 coat of P6 of 40 micron) as per Sl. No. 8.1 of Table 8.0 of EIL SPEC. 6-79-0020 (or as per Job Specification, wherever applicable) etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR\"S SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed). |
| 436 | Hand Railing 500mm - Non FIM Items |
| 437 | Supplying, fabricating and fixing in position at all locations 500mm HIGH INCLINED HAND RAILING (for stair cases) consisting of top rail & vertical posts (maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade M.S. Tubes conforming to IS:1239 including straightening if required, cutting, bending, welding, surface preparation, hot-dip galvanising (80-85 micron as per IS:4759, IS:2629, IS: 4736, IS:2633), shop primer (1 coat of P6 of 40 micron) as per Sl. No. 8.1 of Table 8.0 of EIL SPEC. 6-79-0020 (or as per Job Specification, wherever applicable) etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN AGENCY\"S SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed). |
| 438 | Supplying, fabricating and fixing in position at all locations 500mm high HORIZONTAL HAND RAILING (for platforms, walkways, etc. or any other location as directed) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade MS Tubes conforming to IS:1239 and 100x5 MS Toe Plate confirming to IS:2062 (Grade A/B), including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, hot-dip galvanising (80-85 micron as per IS:4759, IS:2629, IS: 4736, IS:2633), shop primer (1 coat of P6 of 40 micron) as per Sl. No. 8.1 of Table 8.0 of EIL SPEC. 6-79-0020 (or as per Job Specification, wherever applicable) etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN AGENCY\"S SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed). |
| 439 | Mechanical Anchor fastners - Non FIM Items |
| 440 | Supplying, handling, transporting to site of work and fixing approved MECHANICAL ANCHOR FASTENERS M.S. bolts of Grade 5.8 or more, GALVANIZED with minimum thickness of 5 microns (approved for use in cracked concrete), of 12mm dia at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer\"s specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. |
| 441 | Supplying, handling, transporting to site of work and fixing approved MECHANICAL ANCHOR FASTENERS M.S. bolts of Grade 5.8 or more, GALVANIZED with minimum thickness of 5 microns (approved for use in cracked concrete), of 20mm dia at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer\"s specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. |
| 442 | Chemical Anchor Fastner |
| 443 | Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be used with the help of dispenser, of 16mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer\"s specifications including all accessories like nuts, washers etc. of required size., testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. |
| 444 | Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be used with the help of dispenser, of 24mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer\"s specifications including all accessories like nuts, washers etc. of required size., testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. |
| 445 | BRICK MASONRY (REFER SPECIFICATION NO.6-68-0009) |
| 446 | CLASS 10.0 at all depths -Non FIM Items |
| 447 | Providing and laying BRICK MASONRY WITH BRICKS OF CLASS 10.0 in cement mortar 1:6 (1 Cement : 6 Sand) in one or more brick thickness and in any shape (excluding circular/ curved brick masonry) at all depths below plinth level including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/ slab, embedding the fittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. |
| 448 | Providing and laying BRICK MASONRY WITH BRICKS OF CLASS 10.0 in cement mortar 1:6 (1 Cement : 6 Sand) in one or more brick thickness and in any shape (excluding circular/ curved brick masonry) at all heights above plinth level including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/ slab, embedding the fittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. |
| 449 | GENERAL CIVIL |
| 450 | MISCELLANEOUS ITEMS |
| 451 | Installation of Expansion Bellow as per specification comprising of rubber expansion bellow in position including taking delivery, transportation of the material to work site, as per directions of Engineer-in-Charge. For following nominal size and piping class |
| 452 | Dia60 Inch Piping Material ClassA93A |
| 453 | Dia20 Inch Piping Material ClassA93A |
| 454 | Restriction Orifice |
| 455 | Supplying of Restricted Orifice Plate including manufacture, delivery to owner\"s storage point all complete as data sheet, specifications, drawings and directions of Engineer-in-Charge. For following nominal sizes of pipes and Piping material class. |
| 456 | Nominal Dia.4 Inch Piping Material ClassA91Y |
| 457 | Nominal Dia.6 Inch Piping Material ClassJ92A |
| 458 | Fabrication and Erection of piping (underground) |
| 459 | Laying and joining of externally 3LPE Pre-coated Carbon Steel Pipes and specials underground including transportation of all material from Owner\"s storage point to worksite, earthwork in excavation in all types of soils excluding soft rock and hard rock for pipe trenches, saddles, etc. including dewatering, shoring and strutting if required, dressing of sides, levelling, grading and ramming of bottoms, cutting of pipes to required lengths if required, edge preparation, laying the pipes in trenches to required alignment and levels, welding the same after laying, installation of flanges, blind flanges, tapping for pressure gauges, temperature gauges and all other online instruments,, fixing of nuts, bolts, gaskets and washers, welding, carrying out repairs of coating defects not attributed to owner (i.e. defects occurring after taking over of pipes from owner), Liquid epoxy coating (EP) as per DIN EN 10289, Class C, Type 3 of all field weld joints (at pipes, bends, fittings, valves, flanges etc.) as per specification including supply of coating material, inspection and testing for the corrosion protection coating as per specification, cutting of road wherever required and making good the same, hydrostatic testing of the system, flushing, backfilling the trenches with select material from available excavated soil including reexcavating the deposited soil excavated earlier, breaking clods and laying in layers of 15 cm compacted thickness, watering, compacting with mechanical means like vibro rammers etc. to 90% of dry density as per IS:2720 Part- VII or 85% relative density as per IS: 2720 part XIV as applicable, making good the surface, disposal of surplus earth/ unserviceable material to demarcated area anywhere within the complex limit etc. complete as per drawings, specifications and instructions of Engineer-in-Charge including connecting the pipes to manhole, including return of all unused / scrap pipes and specials to owner\"s storage point.(All the materials except Pre-coated Pipes and fittings shall be supplied by the Agency. Pre-coated Pipes and fittings shall be issued free of cost by the Owner.) (Depth of excavation for pipe trench shall be upto 3.0m) |
| 460 | Carbon Steel Piping (Non IBR), Thickness <=10 mm |
| 461 | Fabrication, For the following nominal sizes |
| 462 | NB 2 inch - 6 inch |
| 463 | NB 8 inch - 14 inch |
| 464 | NB 16 inch - 24 inch |
| 465 | NB 26 inch - 36 inch |
| 466 | Erection including corrosion protection coating of field joints, for Water System (Pressure Piping), For following Nominal Sizes |
| 467 | NB 2 inch - 6 inch |
| 468 | NB 8 inch - 14 inch |
| 469 | NB 16 inch - 24 inch |
| 470 | NB 26 inch - 36 inch |
| 471 | Supply, fabrication and Erection of piping(underground) |
| 472 | Supply and Laying of U/G PPR pipe for Water Services |
| 473 | Supplying, laying and fixing 3 Layer PP-R (Poly Propylene Random copolymer) pipes underground. Pipes shall conform to IS:15801; SDR 7.4 U V stabilized & antimicrobial fusion welded, having thermal stability for hot & cold water supply, including supply and fixing of all PP-R plain & brass threaded polypropylene random fittings, PP-R Male adopters, bends, elbows, tees, reducers, sockets, unions and other specials, cutting pipes to required lengths, making connections, jointing, earthwork in excavation for pipe trenches,etc. in all types of soil excluding soft rock and hard rock including dewatering, shoring and strutting if required, dressing of sides, levelling, grading and ramming of bottoms, including laying of pipes in trenches, hydrostatic testing of the piping, backfilling the trenches with selected/approved earth fill material, cutting of roads wherever required, making good the road surface after laying, disposal of surplus earth at a designated area anywhere within complex limit etc. all complete as per drawings, manufacturer specifications and directions of Engineer-in-Charge. For the following Nominal Bore (NB) pipe: |
| 474 | Nominal Dia.160 mm |
| 475 | Nominal Dia.200 mm |
| 476 | Nominal Dia.75 mm |
| 477 | Nominal Dia.110 mm |
| 478 | Water System Galvanised Pressure Piping (Under Ground) (Screwed) |
| 479 | Supplying and laying Carbon Steel Galvanised Pipes as per piping materials specification Class underground including supply of all necessory fittings including Tee, reducing Tee, reducing Coupling, nipple, coupling, elbows etc. supply of teflon tapes, PTFE tape, white lead, etc. cutting the pipes to required lengths, making threads, earthwork in excavation for trenches, etc. in all types of soil except soft rock & hard rock including dewatering, shoring and strutting if required, dressing of sides, levelling, grading and ramming of bottoms, including laying of pipes in trenches, jointing the pipes and fittings with threaded connections, hydrostatic testing of the piping, backfilling the trenches with selected/approved earth fill material, cutting of roads wherever required, making good the road surface after laying, disposal of surplus earth at a designated area anywhere within complex limit etc., complete as per specifications, drawings and directions of Engineer-in-Charge. For following Nominal Size and Piping Material Class. |
| 480 | Nominal Dia2 Inch Piping classJ92A |
| 481 | Nominal Dia3 Inch Piping classJ92A |
| 482 | Nominal Dia4 Inch Piping classJ92A |
| 483 | Nominal Dia1 Inch Piping classJ92A |
| 484 | Supplying and laying Carbon Steel Galvanized Pipes for Fire water spray system/ sprinkler system/ detection system as per piping material specification, UNDER GROUND, including supply of all necessary fittings such as tees, reducing tees, reducing couplings, couplings, elbows, nipples, Teflon tapes, PTFE tape, white lead etc., cutting the pipes to required lengths, making threads, including laying of pipes in RCC TRENCHES, joining of pipes and fittings with threaded/flanged connection, gaskets and bolts, hydrostatic testing of the piping including supply of necessary fittings etc. complete as per specifications, drawings and instructions of Engineer-in-charge For following nominal sizes and piping material class. (Construction of trench, backfilling with sand shall be paid under separate item). |
| 485 | Nominal Dia1 Inch Piping ClassJ92A |
| 486 | Nominal Dia2 Inch Piping ClassJ92A |
| 487 | Under Ground Sewer System - HDPE Pipe |
| 488 | Supplying, laying and jointing of underground approved quality HDPE pipes to be used for soil and waste discharge or rain water application outside buildings confirming to IS: 14333 including all necessory fittings/ specials such as bends, Y junction, T junction (both single and double), plugs, coupler, adapter etc. including solvent welded jointing and testing as per manufacturers reommendations , including earthwork in excavation in all types of soil for pipe trenches, etc. including dewatering, shoring and strutting if necessary, dressing of sides, leveling, grading and ramming of bottoms, cutting the pipes to required lengths, lowering the pipes to proper grade and alignment, jointing, including connecting the pipes to manholes by using concrete manhole adapters and grouting the pipe body with manhole wall using cement mortar 1:2 (1cement : 2 sand), testing, draining of water and cleaning of pipe after testing, backfilling the trenches with select material from available excavated soil including re excavating the deposited soil excavated earlier breaking clods and laying in layers of 15cm compacted thickness , watering and compacting with mechanical means like vibro rammers etc. to 90% standard proctor density as per IS:2720 Part-VII, making good the surface, including cutting of roads wherever required and making good the same, disposal of surplus earth/ unserviceable material to demarcated area anywhere within the complex limit etc. complete for all depths as per drawings, specifications and instructions of Engineer-in-Charge. (Depth of excavation for pipe trench shall be upto 3.0m) |
| 489 | (All material including cement supplied by Agency) Nominal Dia. 315 mm Pressure Rating(Kg/Cm2) 6 |
| 490 | (All material including cement supplied by Agency) Nominal Dia. 150 mm Pressure Rating(Kg/Cm2) 6 |
| 491 | (All material including cement supplied by contractor) Nominal Dia. 200 mm Pressure Rating(Kg/Cm2) 6 |
| 492 | (All material including cement supplied by contractor) Nominal Dia. 75 mm Pressure Rating(Kg/Cm2) 6 |
| 493 | (All material including cement supplied by contractor) Nominal Dia. 250 mm Pressure Rating(Kg/Cm2) 6 |
| 494 | UNDERGROUND CI/ DI PIPING SYSTEM |
| 495 | Supplying and laying CI Socket and Spigot Spun Pipes class conforming to IS:1536 with all necessary specials such as bends, tees, reducers, sockets, flanges, tail pieces, plugs etc., jointing by tyton or other similar joints with rubber gaskets in proper grade or alignment including cutting of pipes if required, earthwork in excavation, dismantling the existing road surface for pipe line trenches, in all types of soil except soft rock and hard rock for all depths including dewatering, shoring and strutting if necessary, dressing of sides and levelling, or grading and ramming of bottoms, connecting the pipes to manholes and jointing the pipe body to masonry/ concrete wall in cement mortar 1:2 (1 cement : 2 sand), watering, curing, hydrostatic testing for the complete pipe section, draining the water and cleaning the pipe line after testing, backfilling the trenches, etc. with selected materials from available excavated soil including re-excavating the deposited soil excavated earlier, breaking clods and laying at all depths in layer of 15cm compacted thickness, watering and compacting with mechanical means like vibro rammers etc. to 90% Standard proctor density a per IS:2720 part VII, cutting of roads wherever required, making good the road surface etc. , disposal of surplus earth/ unserviceable material to demarcated area anywhere within the complex limit etc. complete as per drawings, specifications and direction of Engineer-in-charge. For following Pipe size and Class |
| 496 | Dia.80 mm Pipe ClassA |
| 497 | Supply, fabrication and Erection of piping (Above ground) |
| 498 | Fire water spray/ sprinkler/ detection system G.I. PIPING A/G (Screwed) |
| 499 | Supplying and laying ABOVE GROUND MILD STEEL GALVANISED PIPES for Fire water spray system/ sprinkler system/ detection system as per piping material specification including supply of reducing tees, fittings, elbows, nipples, Teflon tapes, white lead etc., cutting the pipes to required lengths, making threads, including laying of pipes on pipe rack, sleepers, T-supports, erection of piping on equipments, pumps etc. including joining of pipes and fittings with threaded/flanged connections, including installation of spray nozzles, Quartzoid bulb detectors, restriction orifice, flanges, break-up flanges, gaskets and bolts, hydrostatic testing of the piping including supply of necessary fittings etc. complete as per specifications, drawings and instructions of Engineer-in- charge.(Spray nozzles, restriction orifice, flanges and break-up flanges shall be paid separately under separate SOR/ shall be given as free issue to the contractor.) For following nominal sizes and piping material class. |
| 500 | Dia.1 Inch PMSJ92A |
| 501 | Dia.2 Inch PMSJ92A |
| 502 | Drinking water G.I. PIPING (ABOVE GROUND) |
| 503 | Supplying and laying ABOVE GROUND MILD STEEL GALVANISED PIPES for drinking water system as per piping material specification, including supply and installation of reducing tees, fittings, elbows, nipples, Teflon tapes, white lead etc., cutting the pipes to required lengths, making threads, including laying of pipes on pipe rack, sleepers, T-supports, erection of piping on technological structures etc. including joining of pipes and fittings with threaded/ flanged connections etc. hydrostatic testing of the piping including supply of necessary fittings etc. and pipe supports complete as per data sheets, specifications, drawings and instructions of Engineer- in-charge.(Pipe shall be insulated. S/I of insulation shall be under separate SOR) |
| 504 | Dia.2 Inch PMSJ92A |
| 505 | Dia.3 Inch PMSJ92A |
| 506 | Dia.4 Inch PMSJ92A |
| 507 | Supply and installation of valve assembly, flange assembly etc. |
| 508 | Supply and installation of VALVE ASSEMBLY consisting of valve, 2 no. flanges, 2 no. gaskets and 2 sets of nuts & bolts per valve assembly, erection of valve in position including fixing of nuts, bolts, gaskets, washers etc. complete as per drawings, specifications and directions of Engineer-in-Charge. |
| 509 | Gate valve assembly for following nominal sizes and piping material class |
| 510 | Dia. 3 Inch PMS J92A |
| 511 | Dia. 1 Inch PMS J92A |
| 512 | Coating of field fabricated pipe specials |
| 513 | Coating of field fabricated pipe specials like mitre bend, reducer etc. with Liquid epoxy coating (EP) as per DIN EN 10289, Class C, Type 3 including supply of coating material, inspection and testing for the coating as per specification. |
| 514 | C.S MITRE BENDS-90 Degree; THK. <= 10MM |
| 515 | Nominal Dia.150 mm |
| 516 | Nominal Dia.100 mm |
| 517 | Nominal Dia.600 mm |
| 518 | Nominal Dia.500 mm |
| 519 | Nominal Dia.400 mm |
| 520 | Nominal Dia.300 mm |
| 521 | Nominal Dia.200 mm |
| 522 | C.S MITRE BENDS-45 Degree; THK. <= 10MM |
| 523 | Nominal Dia.150 mm |
| 524 | Nominal Dia.100 mm |
| 525 | Nominal Dia.600 mm |
| 526 | Nominal Dia.500 mm |
| 527 | Nominal Dia.400 mm |
| 528 | Nominal Dia.300 mm |
| 529 | Nominal Dia.200 mm |
| 530 | C.S CONC. REDUCERS; THK. <= 10MM |
| 531 | Nominal dia.150 mm |
| 532 | Nominal dia.100 mm |
| 533 | Nominal dia.600 mm |
| 534 | Nominal dia.500 mm |
| 535 | Nominal dia.400 mm |
| 536 | Nominal dia.300 mm |
| 537 | Nominal dia.200 mm |
| 538 | Installation, erection, testing and commissioning of Deluge Valve assembly Skid Actuated through wet detection/ air detection system including placing the skid at the dsignated location and fixing with anchoring bolts, connecting the water inlet and system piping, connecting detection network piping, fittings etc. complete for deluge valve skid assembly as per specification, drawings and directions of Engineer-in-Charge. (Deluge valve skid fitted with all instruments & piping/ valves shall be provided as free issue to the contractor.) |
| 539 | Nominal Dia of Deluge Valve4 Inch |
| 540 | Nominal Dia of Deluge Valve6 Inch |
| 541 | Nominal Dia of Deluge Valve8 Inch |
| 542 | S/I Portable/ trolley mounted Extinguishers |
| 543 | Installation of PORTABLE DCP (Dry Chemical Powder) Extinguisher including transporting the same to worksite from Owner\"s store, fixing in position including supply of all fixing material, labor etc. complete as per drawings, specification and directions of Engineer-in-Charge. |
| 544 | Capacity6 kg |
| 545 | Capacity9 kg |
| 546 | Installing/Placing in position, trolley mounted DCP (Dry Chemical Powder) portable extinguisher including transporting the same to worksite from Owner\"s store, labor etc. complete as per drawings, specification and directions of Engineer-in-Charge. |
| 547 | Capacity50 kg |
| 548 | Installation of PORTABLE CO2 (Carbon dioxide) extinguisher including transporting the same to worksite from Owner\"s store, fixing in position including supply of all fixing material, labor etc. complete as per drawings, specification and directions of Engineer-in-Charge. |
| 549 | Capacity4.5 kg |
| 550 | Installation of firefighting equipment including transporting the equipment from Owner\"s store to work site, fixing of nuts, bolts, washers, gaskets needed for fixing the equipment with matching flange, welding etc. complete as per drawings, specifications and direction of Engineer-in- Charge. (All fire fighting equipment\"s and accessories shall be supplied by the owner) |
| 551 | Installation of Type-II Hose Box Chamber including all items inside the chamber, fixing in position with anchor bolts/ PCC Block in foundation, including all civil works and supply of all materials including cement etc. (hose box and inside accessories supplied free of cost by owner) |
| 552 | Remote operated long range water/ water cum foam monitor on technological structure/ pipe rack/ independent tower etc. |
| 553 | Stand Post type fire hydrant ( Double outlet) |
| 554 | Long range water/ water cum foam monitor |
| 555 | First Aid hose reel (Wall Mounted) |
| 556 | First Aid hose reel (Floor Mounted) |
| 557 | Double headed landing valve |
| 558 | Repairing of 3LPE coating |
| 559 | Repairing of the 3LPE coating of the pipe by Coating of pipe and fittings with Liquid epoxy coating (EP) as per DIN EN 10289, Class C, Type 3 including supply of coating material, inspection and testing for the coating as per specification and directions of Engineer-in-Charge. |
| 560 | CONCRETE PAVEMENTS |
| 561 | Providing and laying Reinforced Cement Concrete with 20mm and down size graded crushed stone aggregates in flooring, pavements etc. including leaving pockets, if necessary, making recess/drains, laying in alternate panels, etc. for all depths including shuttering, tamping, curing, etc. as specified in any shape, thickness, position and finishing the top surface smooth etc. all complete as per drawings, specifications and directions of Engineer-in-Charge. |
| 562 | For RCC of M-30 grade concrete(all materials including cement but excluding cost of providing & fixing reinforcement and joint sealing shall be supplied by the contractor). |
| 563 | Providing 20mm wide Expansion Joints in pavement slabs as per std. No.7-65-0404 including cleaning the joints of all loose material, filling with 20mm thick impregnated fibre boards for the full depth of slab except for 25mm depth from top and sealing the top 25mm with approved Silicone Sealant as per ASTM 5893 including providing primer as per IRC-57 etc. all complete as per drawings, specifications and directions of Engineer-in-Charge. |
| 564 | For type-I pavement (Upto and inclusive of thickness of 200 mm).(Including providing and laying MS dowel bar, painting as required, GI pipe and cap and cotton waste). |
| 565 | For type-II pavement (Upto and inclusive of thickness of 150 mm) |
| 566 | For type-III pavement (Upto and inclusive of thickness of 100 mm). |
| 567 | For thickened pavement (Upto and inclusive of thickness of 300 mm). |
| 568 | Providing joints in pavements and around foundations as per std. no.7-65-404 including cleaning the joints of all loose materials and sealing with Silicone Sealant as per ASTM 5893 including providing primer as per IRC-57 as required etc. complete as per drawings, specifications and directions of Engineer-in-Charge for; |
| 569 | Construction joints 20mm wide x 25mm deep. |
| 570 | Sealing joint around pedestal and column etc. 20mm wide x 200 mm deep including filling with20mm thick impregnated fire board for the full depth of slab except for 25mm depth from top and sealing the top 25mm with approved Silicone Sealant as per ASTM 5893 including providing primer as per IRC-57. |
| 571 | Sealing joint around pedestal and column etc. 20mm wide x 150 mm deep including filling with20mm thick impregnated fire board for the full depth of slab except for 25mm depth from top and sealing the top 25mm with approved Silicone Sealant as per ASTM 5893 including providing primer as per IRC-57. |
| 572 | Sealing joint around pedestal and column etc. 20mm wide x 100 mm deep including filling with20mm thick impregnated fire board for the full depth of slab except for 25mm depth from top and sealing the top 25mm with approved Silicone Sealant as per ASTM 5893 including providing primer as per IRC-57. |
| 573 | Sealing joint around pedestal and column etc. 20mm wide x 300 mm deep including filling with20mm thick impregnated fire board for the full depth of slab except for 25mm depth from top and sealing the top 25mm with approved Silicone Sealant as per ASTM 5893 including providing primer as per IRC-57. |
| 574 | Supplying and laying of 150 micron thick HM HDPE (Grade-I) FILM lining conforming to IS 10889 below concrete pavements, Hard stand, at any other place etc. including royalties, taxes, handling, transportation, unloading, storage, joining etc. all complete as per drawings, manufacturer\"s specifications and directions of Engineer-in-charge. |
| 575 | Supply of all materials and Construction of DRY LEAN CEMENT CONCRETE SUB-BASE (7 days compressive strength of 10.0 MPa) with 26.5 mm and down size aggregate including ordinary portland cement 43 Grade, water and approved additives on a prepared sub-grade, mixed in batching plant, transported to site, for all leads & lifts, laid, compacted, finished and cured etc. complete as per IRC:SP:49 (Guidelines for the use of Dry Lean Concrete as Sub- Base), drawings, standards, specifications and directions of Engineer-in-charge. |
| 576 | Supply of Manpower :Agency to provide & mobilise following manpower as per instructions of Engineer in-charge for delivering exclusive service to B AND R . However, 2 weeks\" notice shall be given for mobilisation and 1 day notice shall be given for demobilisation. Note that quoted rate of manpower deployment shall be inclusive of cost towards required PPEs, facilities ecessary for functioning at site and complience of applicable Statutory obligation e.g P.F. & ESI etc. (1 Man-Month should be considered as 30 man-days). |
| 577 | DISCIPLINE ENGINEER |
| 578 | PLANNING |
| 579 | MECHANICAL |
| 580 | QA/QC |
| 581 | SAFETY |
| 582 | LEAD SAFETY OFFICER |
| 583 | SUPERVISOR/STEWART |
| 584 | SUPERVISOR |
| 585 | PLANNING |
| 586 | QA/QC |
| 587 | MECHANICAL |
| 588 | \"NOTE:-THE ABOVE RATE SHALL BE INCLUSIVE OF ALL TAXES & DUTIES, ROYALTIES, CESS, ENVIORMENTAL & POLLUTION, FITNESS & SAFETY CLEARANCE CHARGES (IF ANY), OR ANY OTHER INCIDENTAL CHARGES ETC BUT EXCLUDING GST.\" |
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