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| 1 | 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 specificationsand 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 Contractor\"s fault and for additional radiography necessitated due to poor performance of contractor\"s welders shall be done at contractor\"s cost) Note: Unit for radiography quantity is \"Nos of circumferencial weld joints\". |
| 2 | FOR JOINTS THK. <= 8MM (FOR CS OTHER THAN CLASS lV OF JOB NDE SPECIFICATION) |
| 3 | NB0.500 INCHES |
| 4 | NB0.750 INCHES |
| 5 | NB1.000 INCHES |
| 6 | NB1.500 INCHES |
| 7 | NB2.000 INCHES |
| 8 | NB3.000 INCHES |
| 9 | NB4.000 INCHES |
| 10 | NB6.000 INCHES |
| 11 | FOR JOINTS THK. <= 8MM (FOR CS AS PER CLASS lV OF JOB NDE SPECIFICATION/AS/SS) |
| 12 | NB0.500 INCHES |
| 13 | NB0.750 INCHES |
| 14 | NB1.000 INCHES |
| 15 | NB1.500 INCHES |
| 16 | NB2.000 INCHES |
| 17 | NB3.000 INCHES |
| 18 | NB4.000 INCHES |
| 19 | NB6.000 INCHES |
| 20 | NB8.000 INCHES |
| 21 | NB 10.000 INCHES |
| 22 | NB 12.000 INCHES |
| 23 | NB 14.000 INCHES |
| 24 | NB 16.000 INCHES |
| 25 | NB 18.000 INCHES |
| 26 | NB 20.000 INCHES |
| 27 | NB 24.000 INCHES |
| 28 | NB 30.000 INCHES |
| 29 | FOR JOINTS ABOVE THK. 8MM |
| 30 | NB0.750 INCHES |
| 31 | NB1.000 INCHES |
| 32 | NB2.000 INCHES |
| 33 | NB3.000 INCHES |
| 34 | NB4.000 INCHES |
| 35 | NB6.000 INCHES |
| 36 | NB8.000 INCHES |
| 37 | NB 10.000 INCHES |
| 38 | NB 12.000 INCHES |
| 39 | NB 14.000 INCHES |
| 40 | NB 16.000 INCHES |
| 41 | NB 18.000 INCHES |
| 42 | NB 20.000 INCHES |
| 43 | NB 24.000 INCHES |
| 44 | NB 28.000 INCHES |
| 45 | NB 30.000 INCHES |
| 46 | NB 32.000 INCHES |
| 47 | NB 34.000 INCHES |
| 48 | NB 36.000 INCHES |
| 49 | NB 40.000 INCHES |
| 50 | NB 42.000 INCHES |
| 51 | NB 48.000 INCHES |
| 52 | NB 54.000 INCHES |
| 53 | NB 60.000 INCHES |
| 54 | 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. |
| 55 | MAGNETIC PARTICLE TEST |
| 56 | HARDNESS TEST :- Carrying out hardness testing ofweld joints on all types of piping as called for on shop / site fabricated alreadyerected 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 contractor\"s cost. No seperate payment shall be made for this. . NOTE : Unit for hardness testing quantity is \"Nos. of Test Spots\". |
| 57 | NUMBER OF TEST SPOTS |
| 58 | 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 systemincluding supply of all materials, consumables recording devices, insulation materials, instruments etc., providing all normal& special equipmentandgadgets, 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\" |
| 59 | NB0.500 INCHES |
| 60 | NB0.750 INCHES |
| 61 | NB1.500 INCHES |
| 62 | NB2.000 INCHES |
| 63 | NB3.000 INCHES |
| 64 | NB4.000 INCHES |
| 65 | NB6.000 INCHES |
| 66 | NB8.000 INCHES |
| 67 | NB 10.000 INCHES |
| 68 | NB 12.000 INCHES |
| 69 | NB 14.000 INCHES |
| 70 | NB 16.000 INCHES |
| 71 | NB 18.000 INCHES |
| 72 | NB 20.000 INCHES |
| 73 | NB 24.000 INCHES |
| 74 | NB 26.000 INCHES |
| 75 | NB 28.000 INCHES |
| 76 | NB 30.000 INCHES |
| 77 | 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 specificationsand 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\". |
| 78 | ITEM NO M12900000000 WITH CONTENT / DESCRIPTIONULTRASONIC TESTING\" SHALL BE READ AS \"ULTRASONIC TESTING(UT)-PAUT (Phased Array Ultrasonic Testing) / TOFD (Time-of-flight diffraction)\". |
| 79 | FOR JOINTS THK. <= 8MM (FOR CS OTHER THAN CLASS lV OF JOB NDE SPECIFICATION) |
| 80 | NB0.500 INCHES |
| 81 | NB0.750 INCHES |
| 82 | NB1.000 INCHES |
| 83 | NB1.500 INCHES |
| 84 | NB2.000 INCHES |
| 85 | NB3.000 INCHES |
| 86 | NB4.000 INCHES |
| 87 | NB6.000 INCHES |
| 88 | FOR JOINTS THK. <= 8MM (FOR CS AS PER CLASS lV OF JOB NDE SPECIFICATION/AS/SS) |
| 89 | NB0.500 INCHES |
| 90 | NB0.750 INCHES |
| 91 | NB1.000 INCHES |
| 92 | NB1.500 INCHES |
| 93 | NB2.000 INCHES |
| 94 | NB3.000 INCHES |
| 95 | NB4.000 INCHES |
| 96 | NB6.000 INCHES |
| 97 | NB8.000 INCHES |
| 98 | NB 10.000 INCHES |
| 99 | NB 12.000 INCHES |
| 100 | NB 14.000 INCHES |
| 101 | NB 16.000 INCHES |
| 102 | NB 18.000 INCHES |
| 103 | NB 20.000 INCHES |
| 104 | NB 24.000 INCHES |
| 105 | NB 30.000 INCHES |
| 106 | FOR JOINTS ABOVE THK. 8MM |
| 107 | NB0.750 INCHES |
| 108 | NB1.000 INCHES |
| 109 | NB2.000 INCHES |
| 110 | NB3.000 INCHES |
| 111 | NB4.000 INCHES |
| 112 | NB6.000 INCHES |
| 113 | NB8.000 INCHES |
| 114 | NB 10.000 INCHES |
| 115 | NB 12.000 INCHES |
| 116 | NB 14.000 INCHES |
| 117 | NB 16.000 INCHES |
| 118 | NB 18.000 INCHES |
| 119 | NB 20.000 INCHES |
| 120 | NB 24.000 INCHES |
| 121 | NB 26.000 INCHES |
| 122 | NB 28.000 INCHES |
| 123 | NB 30.000 INCHES |
| 124 | NB 32.000 INCHES |
| 125 | NB 34.000 INCHES |
| 126 | NB 36.000 INCHES |
| 127 | NB 40.000 INCHES |
| 128 | NB 42.000 INCHES |
| 129 | NB 48.000 INCHES |
| 130 | NB 54.000 INCHES |
| 131 | NB 60.000 INCHES |
| 132 | DIGITAL RADIOGRAPHY :-Performance of digital radiographic inspection on piping of all types & thicknesses including providing or hiring of all necessary equipment(excluding scanner for scanning radiographs) and whatever else even though not expressly mentioned but required to perform the work as per Specifications & Digital Radiography requirements,B378-00-000-19-41-1002 specified in the Piping Scope of Work and nstructions of Engineer-in-Charge. Radiographs shall be submitted to the Engineerincharge.(Repeat Radiography due to defective radiograph on repaired joints due to Contractor\"s fault and for additional radiography necessitated due to poor performance of contractor\"s welders shall be done at contractor\"s cost) Note: Unit for radiography quantity is \"Nos of circumferencial weld joints . |
| 133 | FOR JOINTS THK. <= 8MM (FOR CS OTHER THANCLASS lV OF JOB NDE SPECIFICATION) |
| 134 | NB 0.500 INCHES |
| 135 | NB 0.750 INCHES |
| 136 | NB 1.000 INCHES |
| 137 | NB 1.500 INCHES |
| 138 | NB 2.000 INCHES |
| 139 | NB 3.000 INCHES |
| 140 | NB 4.000 INCHES |
| 141 | NB 6.000 INCHES |
| 142 | FOR JOINTS THK. <= 8MM (FOR CS AS PER CLASS lVOF JOB NDE SPECIFICATION/AS/SS) |
| 143 | NB 0.500 INCHES |
| 144 | NB 0.7500 INCHES |
| 145 | NB 1.000 INCHES |
| 146 | NB 1.500 INCHES |
| 147 | NB 2.000 INCHES |
| 148 | NB 3.000 INCHES |
| 149 | NB 4.000 INCHES |
| 150 | NB 6.000 INCHES |
| 151 | NB 8.000 INCHES |
| 152 | NB 10.000 INCHES |
| 153 | NB 12.000 INCHES |
| 154 | NB 14.000 INCHES |
| 155 | NB 16.000 INCHES |
| 156 | NB 18.000 INCHES |
| 157 | NB 20.000 INCHES |
| 158 | NB 24.000 INCHES |
| 159 | NB 30.000 INCHES |
| 160 | FOR JOINTS ABOVE THK. 8MM |
| 161 | NB 0.500 INCHES |
| 162 | NB 0.7500 INCHES |
| 163 | NB 1.000 INCHES |
| 164 | NB 1.500 INCHES |
| 165 | NB 2.000 INCHES |
| 166 | NB 3.000 INCHES |
| 167 | NB 4.000 INCHES |
| 168 | NB 6.000 INCHES |
| 169 | NB 8.000 INCHES |
| 170 | NB 10.000 INCHES |
| 171 | NB 12.000 INCHES |
| 172 | NB 14.000 INCHES |
| 173 | NB 16.000 INCHES |
| 174 | NB 18.000 INCHES |
| 175 | NB 20.000 INCHES |
| 176 | NB 24.000 INCHES |
| 177 | NB 26.000 INCHES |
| 178 | NB 28.000 INCHES |
| 179 | NB 30.000 INCHES |
| 180 | NB 32.000 INCHES |
| 181 | NB 34.000 INCHES |
| 182 | NB 36.000 INCHES |
| 183 | NB 38.000 INCHES |
| 184 | NB 40.000 INCHES |
| 185 | NB 42.000 INCHES |
| 186 | NB 44.000 INCHES |
| 187 | NB 46.000 INCHES |
| 188 | NB 48.000 INCHES |
| 189 | NB 52.000 INCHES |
| 190 | NB 54.000 INCHES |
| 191 | NB 60.000 INCHES |
| 192 | NB 64.000 INCHES |
| 193 | CLOSE PROXIMITY RADIOGRAPHY:-Performance of radiographic inspection on piping of alltypes & 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 by using \"SELENIUM\"& \"IRIDIUM\" source based radiography system. Radiography shall be submitted to the Engineerincharge.(Repeat Radiography due to defective radiograph on reparired joints due to Contractor\"s fault and for additional radiography necessitated due to poor performance of contractor\"s welders shall be done at contractor\"s cost). |
| 194 | FOR JOINTS THK. <= 8MM (FOR CS OTHER THANCLASS lV OF JOB NDE SPECIFICATION) |
| 195 | NB 0.500 INCHES |
| 196 | NB 0.7500 INCHES |
| 197 | NB 1.000 INCHES |
| 198 | NB 1.500 INCHES |
| 199 | NB 2.000 INCHES |
| 200 | NB 3.000 INCHES |
| 201 | NB 4.000 INCHES |
| 202 | NB 6.000 INCHES |
| 203 | FOR JOINTS THK. <= 8MM (FOR CS AS PER CLASS lVOF JOB NDE SPECIFICATION/AS/SS) |
| 204 | NB 0.500 INCHES |
| 205 | NB 0.7500 INCHES |
| 206 | NB 1.000 INCHES |
| 207 | NB 1.500 INCHES |
| 208 | NB 2.000 INCHES |
| 209 | NB 3.000 INCHES |
| 210 | NB 4.000 INCHES |
| 211 | NB 6.000 INCHES |
| 212 | NB 8.000 INCHES |
| 213 | NB 10.000 INCHES |
| 214 | NB 12.000 INCHES |
| 215 | NB 14.000 INCHES |
| 216 | NB 16.000 INCHES |
| 217 | NB 18.000 INCHES |
| 218 | NB 20.000 INCHES |
| 219 | NB 24.000 INCHES |
| 220 | NB 26.000 INCHES |
| 221 | NB 28.000 INCHES |
| 222 | NB 30.000 INCHES |
| 223 | FOR JOINTS ABOVE THK. 8MM |
| 224 | NB 0.500 INCHES |
| 225 | NB 0.7500 INCHES |
| 226 | NB 1.000 INCHES |
| 227 | NB 1.500 INCHES |
| 228 | NB 2.000 INCHES |
| 229 | NB 3.000 INCHES |
| 230 | NB 4.000 INCHES |
| 231 | NB 6.000 INCHES |
| 232 | NB 8.000 INCHES |
| 233 | NB 10.000 INCHES |
| 234 | NB 12.000 INCHES |
| 235 | NB 14.000 INCHES |
| 236 | NB 16.000 INCHES |
| 237 | NB 18.000 INCHES |
| 238 | NB 20.000 INCHES |
| 239 | NB 24.000 INCHES |
| 240 | NB 26.000 INCHES |
| 241 | NB 28.000 INCHES |
| 242 | NB 30.000 INCHES |
| 243 | NB 32.000 INCHES |
| 244 | NB 34.000 INCHES |
| 245 | NB 36.000 INCHES |
| 246 | NB 38.000 INCHES |
| 247 | NB 40.000 INCHES |
| 248 | NB 42.000 INCHES |
| 249 | NB 44.000 INCHES |
| 250 | NB 46.000 INCHES |
| 251 | NB 48.000 INCHES |
| 252 | NB 50.000 INCHES |
| 253 | NB 52.000 INCHES |
| 254 | NB 54.000 INCHES |
| 255 | Performing Positive Material Identification(PMI) using alloy analysers as per the specifications, drawings and instructions of Engineer-in-Charge. PMI shall be performed by third party as defined in PMI spec. |
| 256 | Providing the following personel to BandR with required experience and qualificationfor the purpose of BandR\"s work on monthly basis. Note:1. Contractor shall pay the wages, ESI and EPF to the personel mentioned below.2. Contractor shall be capable to pay the wages as per tender document timely before 10th of every month from his own resources.3. The contractor shall be liable for any issues arising in relation to EPF, ESI and shall deal with it taking responsibility of the related procedures.4. The Contractor has to submit the CV/Resume/Bio-data of the peronel to be deployed for BandR\"s works and shall deploy the personel only after approval of Engineer-in-Charge.5. In case, the person employed by the contractor commits any act of omission/commission that amounts to misconduct/indiscipline/ incompetence, the contractor shall be liable to take appropriate disciplinary action against such persons, including their removal from the site of work.6. The Contractor shall replace immediately any of its personnel found unacceptable to this office because of security risks, incompetence, conflict of interest, improper conduct etc. upon receiving a notice |
| 257 | Lead Engineer/Officer - QA/QC |
| 258 | QA/QC Supervisor with Level-II Qualified |
| 259 | \"NOTE:-THE ABOVE RATE SHALL BE INCLUSIVE OF ALL TAXES & DUTIES, ROYALTIES, CESS, FEE, ENVIORMENTAL & POLLUTION, FITNESS & SAFETY CLEARANCE CHARGES (IF ANY), OR ANY OTHER INCIDENTAL CHARGES ETC BUT EXCLUDING GST.\" |
