BRR : 9544088 Tender For Composite Works For Ambient Air Heating System Project At Kll Dabhol; 1 PIPING-OFFSITES 2 PIPING (ABOVE GROUND) :-Transportation of all piping items from Owners 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, static mixers, sight flow indicators, thermal sleeve, 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 requiredandall other inline instruments and fittings, like elbows, reducers, tees, flanges, spectacle blinds and spacer and 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), Supplyandwelding of Strip as per EIL Std 7-51-0112 to all pipes before hydro-testing at exit points of Units for earthing purpose; alignment, cleaningandflushing 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. Erectionof all inline instruments like flow instrumentsandspecialty items like static mixers, sample coolers, thermal sleeve, air mixers, exhaust head, rupture disk, flow meters, venturi tube, flame arrestor, thermal flow switch etc. except valve shall be considered as part of piping and separate payment shall not be made on this account. Note : Contractor to refer to Instrumentation SOR for specific details and rates of Instrumentation items not covered herein. 3 CARBON STEEL PIPING (NON IBR); THK. <= 10MM 4 FABRICATION (BUTT WELD- MANUAL) 5 NB UPTO 1.5 INCH 6 NB 2 INCH - 6 INCH 7 NB 8 INCH - 14 INCH 8 NB 16 INCH - 24 INCH 9 NB 26 INCH - 36 INCH 10 FABRICATION (FILLET WELD) 11 NB UPTO 1.5 INCH 12 ERECTION (OTHER THAN SPOOL) 13 NB UPTO 1.5 INCH 14 NB 2 INCH - 6 INCH 15 NB 8 INCH - 14 INCH 16 NB 16 INCH - 24 INCH 17 NB 26 INCH - 36 INCH 18 CARBON STEEL PIPING (NON IBR); THK. > 10MM AND <= 20MM 19 FABRICATION (BUTT WELD- MANUAL) 20 NB 8 INCH - 14 INCH 21 NB 16 INCH - 24 INCH 22 NB 38 INCH - 48 INCH 23 ERECTION (OTHER THAN SPOOL) 24 NB 8 INCH - 14 INCH 25 NB 16 INCH - 24 INCH 26 NB 38 INCH - 48 INCH 27 STAINLESS STEEL PIPING (NON-IBR); THK. <= 10MM 28 FABRICATION (BUTT WELD- MANUAL) 29 NB UPTO 1.5 INCH 30 NB 2 INCH - 6 INCH 31 FABRICATION (FILLET WELD) 32 NB UPTO 1.5 INCH 33 ERECTION (OTHER THAN SPOOL) 34 NB UPTO 1.5 INCH 35 NB 2 INCH - 6 INCH 36 VALVES :- Transportation of all types of valves (Including special valves and motor operatedvalves) from Owners storage points to contractors stores/worksite and installation of valvesfor 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. Note : For PRDS, PSVs, TSVs, Control valves, On-Off/Shutdown valvesandSelf actuating valves all details and rates shall be as per Instrumentation SOR. 37 FLANGED/WAFER VALVES INCLUDING MOV (UPTO 600#) 38 NB2.000 INCHES 39 NB3.000 INCHES 40 NB4.000 INCHES 41 NB6.000 INCHES 42 NB8.000 INCHES 43 NB 10.000 INCHES 44 NB 12.000 INCHES 45 NB 20.000 INCHES 46 NB 24.000 INCHES 47 NB 42.000 INCHES 48 SPRING SUPPORT ASSEMBLIES :- Transportation of all types of spring support assemblies from Owners storage points to contractors 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. 49 SOR Sl. No.: 49 || PART NO: 0 || SOR NO: B861-000-16-43-PK-SOR-3001-0-0M ||ITEM NO: M21901000000 50 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. 51 150# JOINTS 52 NB 12.000 INCHES 53 NB 16.000 INCHES 54 NB 18.000 INCHES 55 NB 20.000 INCHES 56 NB 24.000 INCHES 57 NB 42.000 INCHES 58 300# JOINTS 59 NB 12.000 INCHES 60 NB 24.000 INCHES 61 REINFORCING PADS FOR PIPES :- Fabrication ofreinforcingpads for pipeconnection wherever required (from pipes only suppliedbytheOwner) and erection, fitup, weldingandtesting (including DP/MP) if required of the same and performing Positive Material Identification(PMI) using alloy analysers as per the specifications, drawings and instructions ofthe Engineer-in-Charge. Note: Sizes mentioned forReinforcing Pads are for branch pipe 62 C.S REINFORCING PADS 63 NB2.000 INCHES 64 NB3.000 INCHES 65 NB6.000INCHES 66 NB8.000 INCHES 67 NB 10.000INCHES 68 NB 12.000 INCHES 69 NB 18.000INCHES 70 NB 24.000 INCHES 71 NB 28.000 INCHES 72 RADIOGRAPHY :- Performance of radiographic inspection on piping of all typesandthicknesses 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 Contractors fault and for additional radiography necessitated due to poor performance of contractors welders shall be done at contractors cost) Note: Unit for radiography quantity is Nos of circumferencial weld joints. 73 FOR JOINTS THK. <= 8MM (FOR CS OTHER THAN CLASS lV OF JOB NDE SPECIFICATION) 74 NB0.750 INCHES 75 NB1.000 INCHES 76 NB1.500 INCHES 77 NB2.000 INCHES 78 NB3.000 INCHES 79 NB4.000 INCHES 80 NB6.000 INCHES 81 FOR JOINTS THK. <= 8MM (FOR CS AS PER CLASS lV OF JOB NDE SPECIFICATION/AS/SS) 82 NB2.000 INCHES 83 FOR JOINTS ABOVE THK. 8MM 84 NB8.000 INCHES 85 NB 12.000 INCHES 86 NB 18.000 INCHES 87 NB 24.000 INCHES 88 NB 42.000 INCHES 89 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. 90 DYE PENETRANT TEST 91 MAGNETIC PARTICLE TEST 92 PIPE SUPPORTS (FROM MATERIALS SUPPLIED BY OWNER) :- 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 and application 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. Modifications/rectifications, if required; andadjustment/ alignment during precommisioning, commisioning as per the instructions ofEngineer-in-charge. Fabrication of extension of spindle for valves, provision of locking arrangement, etc. shall also be considered under this item. 93 DUMMY PIPE SUPPORTS FOR C.S (OWNER SUPPLIED) 94 DUMMY PIPE SUPPORTS FOR S.S (OWNER SUPPLIED) 95 PIPE SUPPORTS (FROM MATERIALS SUPPLIED BY CONTRACTOR) :- 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 and application one coat of primer, all necessary equipments, consumables, labour, and completing work as per drawings, specifications and instructions of Engineer-in-charge. Modifications/rectifications, if required; andadjustment/ alignment during precommisioning, commisioning as per the instructions ofEngineer-in-charge. Fabrication of extension of spindle for valves, provision of locking arrangement, etc. shall also be considered under this item. 96 C.S STRUCTURAL STEEL (CONTRACTOR SUPPLIED) 97 S.S STRUCTURAL STEEL (CONTRACTOR SUPPLIED) 98 DUMMY PIPE SUPPORTS FOR C.S (CONTRACTOR SUPPLIED) 99 DUMMY PIPE SUPPORTS FOR S.S (CONTRACTOR SUPPLIED) 100 WOODEN/HIGH DENSITY PUF SUPPORTS FOR COLD LINES :- Supply, shaping, positioning and fixing of cold line supports as per EIL pipe support standard having the following specifications: Wood specification:Hard wood, chemically treated with creosote under pressure. Quality of wood to conform class-I durability as per IS-3629 & Grade-I timber of Group-A withpermissible compression strength of 70 Kg/cm2 perpendicular to grains as per IS-883. PUF specifications: Density for lines upto 6 NB : 240 kg/cm3 Density for lines above 6 NB : 320 kg/cm3 101 WOODEN BLOCKS 102 HIGH DENSITY (240 Kg/Cu.M) PUF BLOCKS 103 HIGH DENSITY (320 Kg/Cu.M) PUF BLOCKS 104 CHEMICAL CLEANING/PICKLING :- Cleaning and pickling of equipment/pipeline includng preparation of circulation loop, supply of temporary piping, pumps, heater coils, gaskets, thermometer, hydrometer, valve, test coupon, spares, laboratoryfacilities, with all accessories for conducting test, chemicals, safety accessories and also providing or hiring all necessary equipment and whatever else even though not expressly mentionedhereinandinspecificaions but required to perform the work as per specifications and instructions ofEngineer-in-Charge. 105 PASSIVATION OF COOLING WATER LINES 106 NB0.500 INCHES 107 NB0.750 INCHES 108 NB1.000 INCHES 109 NB1.500 INCHES 110 NB2.000 INCHES 111 NB3.000 INCHES 112 NB4.000 INCHES 113 NB6.000 INCHES 114 NB8.000 INCHES 115 NB 10.000 INCHES 116 NB 12.000 INCHES 117 NB 14.000 INCHES 118 NB 16.000 INCHES 119 NB 18.000 INCHES 120 NB 20.000 INCHES 121 NB 24.000 INCHES 122 NB 42.000 INCHES 123 FABRICATION & ERECTION OF BLINDS/SPECTACLE BLINDS/SPACER & BLINDS ETC. :- Transportation from owners storage point to work site, fabrication and erection of blinds, spectacle blinds, spacers & blinds of all ratings from plate material of all thicknesses supplied by owner as free issue; cutting, edge preparation, rolling, fit up, welding, cleaning, testing (hydrotesting, MP/DP, radiography), wherever required bolts nuts & gaskets including supply of necessary equipment, consumables, labour etc as per standards / specifications and directions of Engineer-in-charge 124 BLINDS 125 NB0.750 INCHES 126 NB1.000 INCHES 127 NB1.500 INCHES 128 NB2.000 INCHES 129 NB3.000 INCHES 130 NB4.000 INCHES 131 NB6.000 INCHES 132 NB8.000 INCHES 133 NB 12.000 INCHES 134 NB 24.000 INCHES 135 NB 42.000 INCHES 136 SPECTACLE BLINDS 137 NB2.000 INCHES 138 NB3.000 INCHES 139 SPACERS & BLINDS 140 NB 24.000 INCHES 141 NB 42.000 INCHES 142 SUPPLY OF STUDS ALONG WITH NUTS: Supply as per Technical Notes for Fasteners (6-44-0057) from Vendor enlisted in Project Master Supplier List of Studs along with two nutsfor diameter < 1 and 3 nuts for diamemter >= 1of nuts, as per the direction of Engineer in-charge. All Alloy steel fasteners used in SS Piping shall be Hot Dip Galvanized. 143 AS FASTENERS(ASTM A193 GR.B7/B7M/A194 GR.2H/2HM) 144 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 owners 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. 145 FLAME CUTTING C.S PIPINGIBR/NON IBR 146 HACKSAW CUTTING C.S PIPINGIBR/NON IBR 147 BEVELLINGC.S PIPINGIBR/NON IBR 148 FITUP & WELDINGC.S PIPINGIBR/NON IBR 149 FLAME CUTTINGS.S PIPINGIBR/NON IBR 150 HACKSAW CUTTINGS.S PIPINGIBR/NON IBR 151 BEVELLINGS.S PIPINGIBR/NON IBR 152 FITUP & WELDINGS.S PIPINGIBR/NON IBR 153 REMOVAL ERECTED PIPING(ABOVE GROUND) :- Removal of piping existing/ erected including SW valves for modification as required as per Drawings/P and 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. 154 C.S/A.S PIPING 155 S.S PIPING 156 REMOVAL OF ERECTED VALVES (ABOVE GROUND) :- Removal of all types and ratings of valves by unbolting, cutting etc. as required, cleaning by flushing with water/air etc. asrequiredand transportation of the same to Owners storage point (within thecomplex battery limits) and stacking as per instructions of Engineer-in-Charge. 157 VALVES OTHER THAN CONTROL VALVES 158 NB0.500 INCHES 159 NB0.750 INCHES 160 NB1.000 INCHES 161 NB1.500 INCHES 162 NB2.000 INCHES 163 NB3.000 INCHES 164 NB4.000 INCHES 165 NB6.000 INCHES 166 NB8.000 INCHES 167 NB 10.000 INCHES 168 NB 12.000 INCHES 169 NB 24.000 INCHES 170 NB 42.000 INCHES 171 LOW FRICTION PADS: Supply, fabrication and fixing of low friction pads with suitable bonding materials / fasteners, as specified in Drawings / Isometrics / Special support sketches. 172 TEFLON PAD WITH COMPRESSIVE STRENGTH (0.25 OFFSET) :1870 PSI 173 GRAPHITE PAD WITH COMPRESSIVE STRENGTH : 2877 PSI 174 PRE-COMMISSIONING / COMMISSIONING ASSISTANCE : Carrying out Pre-commissioning / Commissioning activities such as dropping the valves, control valves and spool pieces, air and water flushing and air-blasting, steam blowing, air drying, re-installing the valves, control valves and spool pieces, leak testing etc. as per pre-commissioning / commissioning specification/ procedure and instruction of Engineer-in-charge including supply of necessary hand tools, equipments/ machinery, consumables (electrodes, filler wire, gas, card board, target plate, scaffolding etc. wherever required) and with single point responsibility of Contractors supervision.Note : This manpower will be utilized forPre-commissioning & Commissioning requirement over and above that already described elsewhere in this SOR.One Man day is 12 hour duty. 175 SKILLED (WITH HAND TOOLS, EQUIPMENT/MACHINERY, CONSUMABLES) 176 SEMI SKILLED (WITH HAND TOOLS) 177 HELPER/ UNSKILLED 178 PIPE DAVITS :Supply, fabrication & erection of pipe davits as per EIL std. 7-12-023 for lowering of aircooler motors/safety valves from structural platforms, fixing the same to platforms, inspection as per specs., supply of all necessary materials, equipment, consumables, labour,supervision etc. The work shall be carried out as per the specifications, drawings & instruction of engineerincharge. 179 SOR Sl. No.: 179 || PART NO: 0 || SOR NO: B861-000-16-43-PK-SOR-3001-0-0M ||ITEM NO: M25201000000 180 SUPPLY OF BULK PIPING ITEMS :- Procurement andsupply of following bulk piping items to site/ownersstorage, transportation to work site/fabrication shop.Procurement shall be done as per EIL specifications andfrom Client/EIL approved suppliers.Contractor shall establish quantities from drawingsconsidering wastage, cutting allowance, escalation &spares required by Client 181 PIPES 182 PIPE, B-36.10, ASTM A 106 GR.B, PE, SEAMLESS, 0.5 INCH, S160 183 PIPE, B-36.10, ASTM A 106 GR.B, PE, SEAMLESS, 0.75 INCH, S160 184 PIPE, B-36.10, ASTM A 106 GR.B, PE, SEAMLESS, 1.0 INCH, XS 185 PIPE, B-36.10, ASTM A 106 GR.B, PE, SEAMLESS, 1.5 INCH, XS 186 PIPE, B-36.19, ASTM A 312 TP304, PE, SEAMLESS, 0.5 INCH, 80S 187 PIPE, B-36.19, ASTM A 312 TP304, PE, SEAMLESS, 0.75 INCH, 80S 188 PIPE, B-36.19, ASTM A 312 TP304L, PE, SEAMLESS, 0.75 INCH, 80S 189 FLANGES 190 FLNG.SW, B-16.5, ASTM A 105, 300, RF/125AARH, 1.0 INCH, XS 191 FLNG.SW, B-16.5, ASTM A 105, 300, RF/125AARH, 1.5 INCH, XS 192 FLNG.WN, B-16.5, ASTM A 105, 150, RF/125AARH, 0.75 INCH, S160 193 FLNG.WN, B-16.5, ASTM A 105, 150, RF/125AARH, 1.0 INCH, XS 194 FLNG.WN, B-16.5, ASTM A 105, 150, RF/125AARH, 1.5 INCH, XS 195 FLNG.WN, B-16.5, ASTM A 182 GR.F304, 150, RF/125AARH, 0.75 INCH, 80S 196 FLNG.BLIND, B-16.5, ASTM A 105, 150, RF/125AARH, 0.75 INCH 197 FLNG.BLIND, B-16.5, ASTM A 105, 150, RF/125AARH, 1.0 INCH 198 FLNG.BLIND, B-16.5, ASTM A 105, 150, RF/125AARH, 1.5 INCH 199 FLNG.BLIND, B-16.5, ASTM A 105, 300, RF/125AARH, 1.0 INCH 200 FLNG.BLIND, B-16.5, ASTM A 182 GR.F304, 150, RF/125AARH, 0.75 INCH 201 FITTINGS 202 ELBOW.90, B-16.11, ASTM A 105, SW, 3000, 1.0 INCH 203 ELBOW.90, B-16.11, ASTM A 105, SW, 3000, 1.5 INCH 204 ELBOW.90, B-16.11, ASTM A 105, SW, 6000, 0.75 INCH 205 ELBOW.90, B-16.11, ASTM A 182 GR.F304L, SW, 3000, 0.75 INCH 206 T.EQUAL, B-16.11, ASTM A 105, SW, 3000, 1.5 INCH 207 T.EQUAL, B-16.11, ASTM A 182 GR.F304L, SW, 3000, 0.75 INCH 208 T.RED, B-16.11, ASTM A 105, SW, 3000, 1.5 INCH, 0.75 INCH 209 SWAGE.CONC, BS-3799, ASTM A 105, PBE, 0.75 INCH, S160, 0.5 INCH, S160 210 CPLNG.FULL, B-16.11, ASTM A 105, SW, 3000, 1.0 INCH 211 CPLNG.FULL, B-16.11, ASTM A 182 GR.F304L, SW, 3000, 0.75 INCH 212 CPLNG.HALF, B-16.11, ASTM A 105, SW, 3000, 1.0 INCH 213 CPLNG.HALF, B-16.11, ASTM A 105, SW, 3000, 1.5 INCH 214 CPLNG.HALF, B-16.11, ASTM A 105, SW, 6000, 0.75 INCH 215 CPLNG.HALF, B-16.11, ASTM A 182 GR.F304, SW, 3000, 0.75 INCH 216 CPLNG.LH, B-16.11, ASTM A 105, SW, 3000, 1.5 INCH 217 VALVES 218 VLV.GATE, SHEET 51001, 0.5 INCH 219 VLV.GATE, SHEET 51001, 0.75 INCH 220 VLV.GATE, SHEET 51001, 1.0 INCH, LOCK OPEN 221 VLV.GATE, SHEET 51001, 1.0 INCH 222 VLV.GATE, SHEET 51001, 1.5 INCH, LOCK OPEN 223 VLV.GATE, SHEET 51001, 1.5 INCH 224 VLV.GATE, SHEET 51007, 0.75 INCH 225 VLV.GATE, SHEET 51045, 0.5 INCH 226 VLV.GATE, SHEET 51045, 0.75 INCH 227 VLV.GLOBE, SHEET 52001, 1.0 INCH 228 VLV.GLOBE, SHEET 52007, 1.0 INCH 229 VLV.CHECK, SHEET 53001, 1.0 INCH 230 VLV.CHECK, SHEET 53007, 1.0 INCH 231 VLV.CHECK, SHEET 53050, 0.75 INCH 232 GASKETS 233 GASKET, B-16.20-ANSI B16.5, SP.WND SS316+GRAFIL+ I RING, SPIRAL, 150, 0.75 INCH 234 GASKET, B-16.20-ANSI B16.5, SP.WND SS316+GRAFIL+ I RING, SPIRAL, 150, 1.0 INCH 235 GASKET, B-16.20-ANSI B16.5, SP.WND SS316+GRAFIL+ I RING, SPIRAL, 150, 1.5 INCH 236 GASKET, B-16.20-ANSI B16.5, SP.WND SS316+GRAFIL+ I RING, SPIRAL, 300, 1.0 INCH 237 GASKET, B-16.20-ANSI B16.5, SP.WND SS316+GRAFIL+ I RING, SPIRAL, 300, 1.5 INCH 238 FASTENERS 239 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.5 INCH X 2.5 INCH 240 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.5 INCH X 2.75 INCH 241 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.625 INCH X 3.0 INCH 242 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.625 INCH X 3.25 INCH 243 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.625 INCH X 3.5 INCH 244 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.625 INCH X 3.75 INCH 245 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.625 INCH X 4.0 INCH 246 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.75 INCH X 3.5 INCH 247 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.75 INCH X 4.0 INCH 248 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.75 INCH X 4.25 INCH 249 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7(HDG), A194 GR.2H(HDG), 0.5 INCH X 2.5 INCH 250 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7(HDG), A194 GR.2H(HDG), 0.625 INCH X 3.25 INCH 251 CLOSE PROXIMITY RADIOGRAPHY:-Performance of radiographic inspection on piping of all types & thicknesses includingproviding or hiring of all necessary equipment and whatever else even though notexpressly mentioned but required to perform the work as per specification andinstructions of Engineer-in-Charge by using SELENIUM& IRIDIUM source basedradiography system. Radiography shall be submitted tothe Engineer-in-charge.(Repeat Radiography due todefective radiograph on reparired joints due toContractors fault and for additional radiographynecessitated due to poor performance of contractorswelders shall be done at contractors cost).Note: Unit for radiography quantity is Nos ofcircumferencial weld joints, and rates are also inclusive of scaffoldings wherverrequired. 252 FOR JOINTS THK. <= 8MM (FOR CS OTHER THAN CLASS lV OF JOB NDE SPECIFICATION) 253 NB0.750 INCHES 254 NB1.000 INCHES 255 NB1.500 INCHES 256 NB2.000 INCHES 257 NB3.000 INCHES 258 NB4.000 INCHES 259 NB6.000 INCHES 260 FOR JOINTS THK. <= 8MM (FOR CS AS PER CLASS lV OF JOB NDE SPECIFICATION/AS/SS) 261 NB2.000 INCHES 262 FOR JOINTS ABOVE THK. 8MM 263 NB8.000 INCHES 264 NB 12.000 INCHES 265 NB 18.000 INCHES 266 NB 24.000 INCHES 267 Supply,fabrication and fixing of low friction pad (SS 304 mirror finish) with suitablebonding material/ fasteners as specified in drawing/documents/special supportsketches/isometrics/Gads etc. 268 STAINLESS STEEL 6 MM THK WITH MIRROR FINISH SS304 269 External Chemical Cleaning and Passivation of SSWelds:External chemical cleaning and pickling of SS welds as per latest approved pipingdrawings and as per Job Specification B861-000-06-42-CCS-011. Work shall includesupply of all chemicals, temporary facilities with all accessories for conducting test,safety accessories and also providing or hiring all necessary equipment and whateverelse even though not expressly mentioned herein and in specifications but required toperform the work as per specifications and instructions of Engineer-in-Charge.(Unit ofmeasurement- No. of Joints) 270 NB0.500 INCHES 271 NB0.750 INCHES 272 NB1.000 INCHES 273 NB1.500 INCHES 274 NB2.000 INCHES 275 PAINTING (OFFSITES) :- Supply of paints and primers, preparation of surfaces and application of primer and finish paints, identification (Line numbering), lettering, colour bands, colour coding etc. as specified including rubdown and touch up of shop primer wherever required, providing scaffolding for all heights, labour, material, tools and tackles, consumables supervision etc. to complete the work in all respects as per EIL painting spec., drawings and direction of Engineer-in-Charge for all types of uninsulated piping and insulated piping as specified including all pipes, fittings, flanges, supports, valves etc. Surface preparation by blast cleaning and application of first coat of primer (inorganic zinc silicate, F9) shall be done in fabrication yard prior to erection. For insulated piping wherever blast cleaning with no primer application is specified, in such cases finish paints shall also be applied inthe fabrication yard.The identification marks of the piping and joints shall be noted before blasting and the same shall be transferred on primed surface with Polyurethane paint (F2) or as per the instructions of Engineer-in-Charge. Notes: 1. All joints (fabricationas well as erection joints) shall be left unpainted till hydrotesting. 2. No extra payment shall be made for identification (line numbering etc.) of insulated and uninsulated lines. 276 SURFACE PREP, PRIMER & FINISH COAT FOR CS, AS & LTCS BARE SURFACES FORENVIRONMENT AS PER JOB SPEC B861-000-06-42-PLS-01 277 DESIGN TEMP GROUP: -16 TO 80(DEG C)SURFACE PREPARATION:SSPC-SP-10;1coat of F-9 @ 65-75µ DFT/coat, PRIMER: 1 coat of P-6 @ 40µ DFT/coat, FINISH COAT: 2 coats of F-6B @ 100µ DFT/coat + 1 coat of F-2 @ 40µ DFT/coat (2x100 + 40= 240). Total DFT = 345-355. 278 PIPES 279 NB: .5Inches 280 NB: .75 Inches 281 NB: 1 Inches 282 NB: 1.5 Inches 283 NB: 2 Inches 284 NB: 3 Inches 285 NB: 4 Inches 286 NB: 6 Inches 287 NB: 8 Inches 288 NB: 12Inches 289 VALVES 290 NB: .5Inches 291 NB: .75 Inches 292 NB: 1 Inches 293 NB: 1.5 Inches 294 NB: 2 Inches 295 NB: 3 Inches 296 NB: 4 Inches 297 NB: 6 Inches 298 NB: 8 Inches 299 NB: 12Inches 300 SURFACE PREP, PRIMER &FINISH COAT FOR CS & LTCS INSULATED SURFACES FOR ALLENVIRONMENT AS PER JOB SPEC B861-000-06-42-PLS-01 301 DESIGN TEMP GROUP: -45 TO 125(DEG C)SURFACE PREPARATION: SSPC-SP-10;1 coat of F-15 @ 75µ DFT/coat, PRIMER: None, FINISH COAT: 2 coats of F-15 @ 75µ DFT/coat. Total DFT = 225 302 PIPES 303 NB: .5Inches 304 NB: .75 Inches 305 NB: 1 Inches 306 NB: 1.5 Inches 307 NB: 2 Inches 308 NB: 3 Inches 309 NB: 4 Inches 310 NB: 6 Inches 311 NB: 8 Inches 312 NB: 12Inches 313 NB: 18Inches 314 NB: 24Inches 315 NB: 28Inches 316 NB: 36Inches 317 NB: 42Inches 318 VALVES 319 NB: .5Inches 320 NB: .75 Inches 321 NB: 1 Inches 322 NB: 1.5 Inches 323 NB: 2 Inches 324 NB: 3 Inches 325 NB: 4 Inches 326 NB: 6 Inches 327 NB: 8 Inches 328 NB: 12Inches 329 NB: 18Inches 330 NB: 24Inches 331 NB: 42Inches 332 SURFACE PREP, PRIMER & FINISH COAT FOR CS, AS & LTCS BARE SURFACES FOR ENVIRONMENT AS PER JOB SPEC B861-000-06-42-PLS-01 333 DESIGN TEMP GROUP: -45 TO -15(DEG C)SURFACE PREPARATION:SSPC-SP-10; 1 coat of F-9 @ 65-75µ DFT/ coat. Total DFT = 65-75. 334 PIPES 335 NB0.50 INCHES 336 NB0.750 INCHES 337 NB1.000 INCHES 338 NB1.500 INCHES 339 NB2.000 INCHES 340 NB3.000 INCHES 341 NB4.000 INCHES 342 NB6.000 INCHES 343 NB12.000 INCHES 344 VALVES 345 NB0.50 INCHES 346 NB0.750 INCHES 347 NB1.000 INCHES 348 NB1.500 INCHES 349 NB2.000 INCHES 350 NB3.000 INCHES 351 NB4.000 INCHES 352 NB6.000 INCHES 353 NB12.000 INCHES 354 *************************************************************** LEGENDS / NOTES FOR INSULATION WORKS***************************************************************** Types of Insulation :CC =Cold Conservation Insulation SC =Surface Condensation InsulationH = Heat Conservation InsulationCPP =Cold Personal protectionHPP = Hot Personnel Protection Insulation** Basic Line Surface Materials:CS = Carbon Steel (Including LT Carbon Steel)AS = Alloy SteelSS = Stainless Steel ** Notes : 1. For Insulation specification, refer Job specification for Insulation of Piping and Equipment, B861-000-06-43-IL-S001*************************************************************** 355 COLD INSULATION (OFFSITES) Providing thermal insulation including supply of all insulating andancillary materials, Aluminium foil for SS surfaces, vapour barrier, weather protective coverings, consumables and other necessary materials , testing of materials as required , including transportation of materials to work site, duly inspected by 3rd party inspector(Llyods/BV/DNV or any other Client approved party) at manufacturers shop & sample check/inspection at site by EIL Construction inspector,applying insulation on surfaces as specified including all preparatory works there on, binding, tying, lacing, stitching and/or otherwise securing , finishing with cladding as per spec., providing bolts, rivets, and self tapping screws wherever specified , providing inspection windows, end seals for flanges etc., colour coding and identification. Providing steel scaffolding, all tools , tackles , equipments etc. , labour, supervision and completing the work in all respect, at all heights as per drawings , specifications and instructions ofEngineer-in-charge. (Refer Legend for applicable EIL specification) 356 INSULATION MATERIAL : PREFORMED POLYISOCYANURATE RIGID FOAM(PIR) 357 INSULATION TYPE : CC; SURFACE MATERIAL : CS & AS; OPERATING TEMP. RANGE : UPTO -45 (DEG C); INSULATION MATERIAL : PREFORMED POLYISOCYANURATE RIGID FOAM(PIR) 358 PIPES 359 NB 00.75 INCHES; THICKNESS25 MM 360 NB 01.00INCHES; THICKNESS25 MM 361 NB 01.50 INCHES; THICKNESS50 MM 362 NB 02.00 INCHES; THICKNESS50 MM 363 NB 06.00INCHES; THICKNESS50 MM 364 NB 08.00INCHES; THICKNESS50 MM 365 NB 012.000INCHES; THICKNESS60 MM 366 NB 018.000INCHES; THICKNESS60 MM 367 NB 24.00 INCHES; THICKNESS60 MM 368 NB 28.00 INCHES; THICKNESS60 MM 369 NB 42.00 INCHES; THICKNESS60 MM 370 FLANGE ASSEMBLIES 371 NB 00.75INCHES; THICKNESS25 MM 372 NB 01.00INCHES; THICKNESS25 MM 373 NB 01.50 INCHES; THICKNESS50 MM 374 NB 02.00INCHES; THICKNESS50 MM 375 NB 06.00INCHES; THICKNESS50 MM 376 NB 08.00INCHES; THICKNESS50 MM 377 NB 012.000INCHES; THICKNESS60 MM 378 NB 018.000INCHES; THICKNESS60 MM 379 NB 24.00 INCHES; THICKNESS60 MM 380 NB 42.00 INCHES; THICKNESS60 MM 381 BLIND FLANGE ASSEMBLIES 382 NB 00.75 INCHES; THICKNESS25 MM 383 NB 08.00 INCHES; THICKNESS50 MM 384 VALVE ASSEMBLIES 385 NB 00.75 INCHES; THICKNESS25 MM 386 NB 01.00INCHES; THICKNESS25 MM 387 NB 01.50INCHES; THICKNESS50 MM 388 NB 02.00 INCHES; THICKNESS50 MM 389 NB 06.00INCHES; THICKNESS50 MM 390 NB 08.00 INCHES; THICKNESS50 MM 391 NB 012.000INCHES; THICKNESS60 MM 392 NB 018.000INCHES; THICKNESS60 MM 393 NB 24.00 INCHES; THICKNESS60 MM 394 NB 42.00 INCHES; THICKNESS60 MM 395 INSULATION TYPE : SC; SURFACE MATERIAL : CS & AS; OPERATING TEMP. RANGE : UPTO -45 (DEG C); INSULATION MATERIAL : PREFORMED POLYISOCYANURATE RIGID FOAM(PIR) 396 PIPES 397 NB 00.50 INCHES; THICKNESS25 MM 398 NB 00.75 INCHES; THICKNESS25 MM 399 NB 01.00 INCHES; THICKNESS25 MM 400 NB 01.50 INCHES; THICKNESS25 MM 401 NB 02.00 INCHES; THICKNESS25 MM 402 NB 03.00 INCHES; THICKNESS25 MM 403 NB 04.00 INCHES; THICKNESS40 MM 404 NB 06.00 INCHES; THICKNESS25 MM 405 NB 06.00 INCHES; THICKNESS40 MM 406 NB 08.00 INCHES; THICKNESS25 MM 407 NB 08.00 INCHES; THICKNESS40 MM 408 NB 12.00 INCHES; THICKNESS40 MM 409 NB 18.00 INCHES; THICKNESS40 MM 410 NB 24.00 INCHES; THICKNESS40 MM 411 NB 24.00 INCHES; THICKNESS50 MM 412 NB 28.00 INCHES; THICKNESS50 MM 413 NB 42.00 INCHES; THICKNESS50 MM 414 FLANGE ASSEMBLIES 415 NB 00.50INCHES; THICKNESS25 MM 416 NB 00.75INCHES; THICKNESS25 MM 417 NB 01.00INCHES; THICKNESS25 MM 418 NB 01.50 INCHES; THICKNESS25 MM 419 NB 02.00 INCHES; THICKNESS25 MM 420 NB 03.00INCHES; THICKNESS25 MM 421 NB 04.00INCHES; THICKNESS40 MM 422 NB 06.00 INCHES; THICKNESS25 MM 423 NB 06.00 INCHES; THICKNESS40 MM 424 NB 08.00INCHES; THICKNESS25 MM 425 NB 08.00INCHES; THICKNESS40 MM 426 NB 12.00 INCHES; THICKNESS40 MM 427 NB 018.000INCHES; THICKNESS40 MM 428 NB 24.00 INCHES; THICKNESS40 MM 429 NB 24.00 INCHES; THICKNESS50 MM 430 NB 42.00 INCHES; THICKNESS50 MM 431 BLIND FLANGE ASSEMBLIES 432 NB 00.75 INCHES; THICKNESS25 MM 433 NB 01.00 INCHES; THICKNESS25 MM 434 NB 01.50 INCHES; THICKNESS25 MM 435 NB 02.00 INCHES; THICKNESS25 MM 436 NB 08.00 INCHES; THICKNESS40 MM 437 NB 24.00 INCHES; THICKNESS50 MM 438 VALVE ASSEMBLIES 439 NB 00.50 INCHES; THICKNESS25 MM 440 NB 00.75 INCHES; THICKNESS25 MM 441 NB 01.00 INCHES; THICKNESS25 MM 442 NB 01.50 INCHES; THICKNESS25 MM 443 NB 02.00 INCHES; THICKNESS25 MM 444 NB 03.00 INCHES; THICKNESS25 MM 445 NB 04.00 INCHES; THICKNESS40 MM 446 NB 06.00INCHES; THICKNESS25 MM 447 NB 06.00INCHES; THICKNESS40 MM 448 NB 08.00 INCHES; THICKNESS25 MM 449 NB 08.00 INCHES; THICKNESS40 MM 450 NB 12.00 INCHES; THICKNESS40 MM 451 NB 018.000INCHES; THICKNESS40 MM 452 NB 24.00 INCHES; THICKNESS40 MM 453 NB 24.00 INCHES; THICKNESS50 MM 454 NB 42.00 INCHES; THICKNESS50 MM 455 ELECTRICAL WORKS 456 Design, detailed engineering, preparation of documents, manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturers works, preparation of graphics for the total microprocessor based analogue addressable type fire detection & alarm system including supply of required software, packing, delivery of the following, including supply of all commissioning spares & special tools and tackles, erection material & documentation as per the enclosed EIL standard specifications, scope of work/job specification, data sheets etc. and other codes and standards attached or referred. 457 8-loop microprocessor based DGFAP with HMI with battery &charger (refer block diagram) 458 Microprocessor based Repeater panel with battery and charger (refer block diagram) 459 Multi - sensor type addressable detectors with junction boxes for safe area 460 Intrinsically safeHeat Detector-addressable type 461 Addressable Linear Beam detectors with transmitter, receiver, reflector for safe area. 462 Zener barrier 463 Outdoor weather proof addressable Break Glass Unit (BGU)/Manual call point (IP-65)in safe area. 464 Indoor addressable Break Glass Unit (BGU) in safe area. 465 Addressable type electronic hooter with minimum 6W output 466 Wall mounting type one faced exit signs suitable for indoor location 467 Ceiling mounting type double faced exit signs suitable for indoor location 468 Weather proof (IP-65) Fault Isolating Modules for loops connecting outdoor break glass units 469 Fault Isolating Modules for loops connecting indoor break glass units/detectors/hooters etc. 470 Control modules with integral junction box installed within loop 471 Input Module with integral junction box installed within loop 472 Industrial type 5 km diametrical range siren with Siren control & starter panel 473 Response indicator for rooms and concealed area for Addressable Fire alarm system 474 Hooter acknowledge Box 475 Providing training for TWO Nos. OWNERs Engineers for a period of 4 days at manufacturer works for Fire Alarm system 476 Providing training for FIVE Nos. OWNERs Engineers at site for the complete fire alarm system 477 Mandatory spares for Fire Alarm system as perCl.6.1 (Mandatory spares), sr.no.15 of EDB document no. B861-000-16-50-EDB-1001 478 Supply, inspection at shop, delivery at site of safe area weatherproof/ indoor push button type desktop/ wallmounting type Analogue caller ID telephone handsets (corded landline phones) with numeric key pad and redialling facility complete with all accessories including all labour and materail. as per approved drawings, specifications of this tender and directions of Engineer-in-ChargeExisting exchange distribution boxes make is ADC Krone, UK 479 Supply, inspection at shop, delivery at site of safe area weatherproof/ indoor push button type desktop/ wall mounting type Analogue non caller ID telephone handsets complete with all accessories including all labour and materail. as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.Existing exchange distribution boxes make is ADC Krone, UK 480 Installation, testing and commissioning of safe area weatherproof/ indoor push button type desktop/ wall mounting type telephone handsets complete with all accessories including all labour and materail. as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 481 Design, detailed engineering, manufacture, preparation of documents, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturers works, packing, supply & delivery of plant communication system supply of all commissioning spares and special tools & tackles, erection & installation material & documentation as per the enclosed EIL specifications, Job specifications/scope of work, datasheets etc and other codes & standards attached or referred. 482 Desktop type Master Call Station (Central Control Unit withMain Master Control Controller with Gooseneck MIC and All Call & Inter-MCD Call facility) with 24 keys suitable for connection with existing 16 Way Microprocessor based Central Control Exchange of DD Electronic Equipment’s PVT Ltd make.Make & model no. of Desktop type Master call station shall be same/ similar make as that of existing.Existing make is DD Electronic Equipment’s PVT Ltd with Model No: LDD8950/20 483 480W BOOSTER AMPLIFIER UNIT including all accessories such as zonal relay cards, IOs, interconnection cables etc. suitable for integration with existing exchange of make DD equipments. Make & Model no. of Booster amplifier unit shall be same/similar make as that of existing.Existing make is BOSCH with Model No: LBD 1938 484 Weather proof IP-65 loud speaker 15/20 Watt suitable for integration with existing exchange of make DD equipments. Make & Model no. of Booster amplifier unit shall be same/similar make as that of existing. Existing make & model no. is Make – DNH ; Model - HS15T 485 Supply, installation and connection of CU earth plates ( 380x45x10) size, complete with anchor bolts, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in- Charge. 486 Unit Rates for UPS ACDB feeders/components 487 Supply, mounting & wiring of fully equipped outgoing feeder 230V SFU upto 32 A with Isolation Transformer 488 Supply, mounting & wiring of fully equipped outgoing feeder 230V SFU 63 A with Isolation Transformer 489 Supply, mounting & wiring of fully equipped outgoing feeder 230V SFU 100 A with Isolation Transformer 490 Supply, mounting & wiring of fully equipped outgoing feeder 230V SFU upto 32 A without Isolation Transformer 491 Supply, mounting & wiring of fully equipped outgoing feeder 230V SFU 63 A without Isolation Transformer 492 Supply, mounting & wiring of fully equipped outgoing feeder 230V SFU 100 A without Isolation Transformer 493 supply& connection of 300A, 230V ACDB Vertical Empty Panel along with bus bar 494 Supply, mounting & wiring of Fully equipped outgoing feeder (230V SFU 16 A with 230/240V step up transformer) 495 Supply, mounting & wiring of Fully equipped outgoing feeder (230V SFU 32 A with 230/240V step up transformer) 496 Supply, mounting & wiring of Fully equipped outgoing feeder (230V SFU 63 A with 230/240V step up transformer) 497 Supply, mounting & wiring of 100A switch 498 Supply, mounting & wiring of 63A switch 499 Supply, mounting & wiring of 32A switch 500 Supply, mounting & wiring of 100A semiconducting fuse 501 Supply, mounting & wiring of 63A semiconducting fuse 502 Supply, mounting & wiring of 32A semiconducting fuse 503 Supply, mounting & wiring of 100A HRC fuse 504 Supply, mounting & wiring of 63A HRC fuse 505 Supply, mounting & wiring of 32A HRC fuse 506 Supply, mounting & wiring of 6 kVA 230V/230V Isolating Transformer 507 Supply, mounting & wiring of 5 kVA 230V/230V Isolating Transformer 508 Supply, mounting & wiring of 4 kVA 230V/230V Isolating Transformer 509 Supply, mounting & wiring of 3 kVA 230V/230V Isolating Transformer 510 Supply, mounting & wiring of 2 kVA 230V/230V Isolating Transformer 511 Supply, mounting & wiring of 1 kVA 230V/230V Isolating Transformer 512 Unit rates for 110V DCDB feeders/components 513 supply& connection of 350A, 110V DCDB Vertical Empty Panel along with bus bar 514 Supply, mounting & wiring of 63A, 110V DC SFU fully equipped outgoing feeder 515 Supply, mounting & wiring of 32A, 110V DC SFU fully equipped outgoing feeder 516 Supply, mounting & wiring of 16A, 110V DC SFU fully equipped outgoing feeder 517 Supply, mounting & wiring of 32A, 110V DC SFC (switch fuse+ contactor) fully equipped outgoing feeder 518 Supply, mounting & wiring of 16A, 110V DC SFC (switch fuse+ contactor) fully equipped outgoing feeder 519 Supply, mounting & wiring of 100A, 110V DC Switch 520 Supply, mounting & wiring of 63A, 110V DC Switch 521 Supply, mounting & wiring of 32A, 110V DC Switch 522 Supply, mounting & wiring of 16A, 110V DC Switch 523 Supply, mounting & wiring of 100A, 110V DC fuse Link 524 Supply, mounting & wiring of 63A, 110V DC fuse Link 525 Supply, mounting & wiring of 32A, 110V DC fuse Link 526 Supply, mounting & wiring of 16A, 110V DC fuse Link 527 Supply, mounting & wiring of 100A, 110V DC contactor 528 Supply, mounting & wiring of 63A, 110V DC contactor 529 Supply, mounting & wiring of 32A, 110V DC contactor 530 Supply, mounting & wiring of 16A, 110V DC contactor 531 TRANSFORMERS 532 Installation of transformers of the following ratings excluding the construction of foundation, includingtransportation from store/yard to site at the place of installation, unpacking, positioning in place, site assembly of loosely furnished accessories, including connection of auxiliary circuits, topping up with oil and testing of oil with contractors own test equipment, including fixing of nuts and bolts etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 533 2 Winding ONAN outdoor transformer with off circuit tap changer. 11 kV/ .433 kV2.5 MV·A 534 2 Winding ONAN outdoor transformer with off circuit tap changer. 11 kV/ .433 kV1.6 MV·A 535 2 Winding ONAN/ONAF outdoor transformer with OLTC. 11 kV/ 6.9 kV6.3 MV·A 536 Filtration of transformer oil by stream line filter machine provided by the contractor for improving the insulation strength of oil to the required strength,including all labour and materials,specifications of this tender and directions of Engineer-in-Charge.(Excluding the supply of oil). 537 Filtration of transformer oil with dissolved gas analysis test. 538 Filtration of transformer oil without dissolved gas analysis test. 539 Supply of transformer oil conforming to IS-335 in non-returnable 220 litre drums for topping up various transformers. The oil shall be tested prior to filling up and improved by filtering, if required, including all labour and materials,specifications of this tender and directions of Engineer-in-Charge. 540 No. of Drums. 541 Supply of dry type transformers with accessories,including nuts and bolts etc., as per EIL standard specification No. 6-51-0042, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 542 2 Winding Dry type transformers. .415 kV/ .415 kV75 kV·A 543 2 Winding Dry type transformers. .415 kV/ .415 kV160 kV·A 544 Installation, testing and commissioning of dry transformer of following rating, including transportation from store/yard to site at the place of installation, unpacking, positioning in place, site assembly of loosely furnished accessories, connection of auxiliary circuits,including fixing of nuts and bolts etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 545 2 Winding Dry type transformers. .415 kV/ .415 kV75 kV·A 546 2 Winding Dry type transformers. .415 kV/ .415 kV160 kV·A 547 Testing and commissioning of transformers of the following rating including all labour and materials, as per specifications of this tender and directions of Engineer-in-Charge. 548 2 Winding ONAN outdoor transformer with off circuit tap changer. 11 kV/ .433 kV2.5 MV·A 549 2 Winding ONAN outdoor transformer with off circuit tap changer. 11 kV/ .433 kV1.6 MV·A 550 2 Winding ONAN/ONAF outdoor transformer with OLTC. 11 kV/ 6.9 kV6.3 MV·A 551 SWITCHBOARDS / UPS / VSD / BATTERY CHARGERS / PANELS 552 Installation, testing and commissioning of switch-boards, relay and control panels, annunciation panels, UPS system, battery chargers, distribution boards, cubicles with electrical equipment, VSD panels, misc. electrical panels etc., including transportation from store/yard to site at the place of installation, unpacking, assembly, including mounting and wiring of loose parts supplied by equipment vendor, interconnection of shipping sections and requisite inter-panel wiring between shipping sections, including supply of all wiring materials, installation on foundations or fixing to wall or steel structures, aligning, levelling, grouting, testing and calibration of relays and meters etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 553 Weight of the Unit upto 100 kg. 554 Weight of the Unit from 101 upto 500 kg. 555 Installation of switch-boards, relay and control panels, annunciation panels, UPS system, battery chargers, distribution boards, cubicles with electrical equipment, VSD panels, misc. electrical panels etc., including transportation from store/yard to site at the place of installation, unpacking, assembly, including mounting and wiring of loose parts supplied by equipment vendor etc., interconnection of shipping sections and requisite inter-panel wiring between shipping sections, including supply of all wiring materials, installation on foundations or fixing to wall or steel structures, aligning, levelling, grouting, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineers-in-Charge. 556 Weight of the Unit upto 100 kg. 557 Weight of the Unit from 101 upto 500 kg. 558 Installation, testing and commissioning of bus ducts of following ratings between transformer secondary and the switchgear incomer panel, including transportation from store/yard to site at the place of installation, unpacking, making connections and installation of bends, breaking of walls and making good of the same etc., (but excluding structural supports), including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 559 Air Insulated/segregated bus ducts 415 V4000 A65 kAfor 1 second 560 Air Insulated/segregated bus ducts 415 V2500 A65 kAfor 1 second 561 Installation, testing and commissioning of switch-boards, relay and control panels, annunciation panels, UPS system, battery chargers, distribution boards, cubicles with electrical equipment, VSD panels, misc .electrical panels etc., including transportation from store/yard to site at the place of installation, lifting the panels by deployment of tyre mounted hydraulic trollies, unpacking, assembly, including mounting and wiring of loose parts supplied by equipment vendor, interconnection of shipping sections and requisite inter-panel wiring between shipping sections, including supply of all wiring materials, installation on foundations or fixing to wall or steel structures, aligning, levelling, grouting, testing and calibration of relays and meters etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 562 Weight of the Unit upto 100 kg 563 Weight of the Unit from 101 upto 500 kg. 564 Weight of the Unit from 501 upto 1000 kg. 565 Weight of the Unit from 1001 upto 1500 kg. 566 Weight of the Unit from 1501 upto 3000 kg. 567 Installation of switch-boards, relay and control panels, annunciation panels, UPS system, battery chargers, distribution boards, cubicles with electrical equipment, VSD panels, misc .electrical panels etc., including transportation from store/yard to site at the place of installation, lifting the panels by deployment of tyre mounted hydraulic trollies, unpacking, assembly, including mounting and wiring of loose parts supplied by equipment vendor, interconnection of shipping sections and requisite inter-panel wiring between shipping sections, including supply of all wiring materials, installation on foundations or fixing to wall or steel structures, aligning, levelling, grouting, testing and calibration of relays and meters etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 568 Weight of the Unit upto 100 kg 569 Weight of the Unit from 101 upto 500 kg. 570 Weight of the Unit from 501 upto 1000 kg. 571 Weight of the Unit from 1001 upto 1500 kg. 572 Weight of the Unit from 1501 upto 3000 kg. 573 Design, engineering, manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturers works, packing, delivery to site including all labour and materials along with supply of special tools & tackles for following Single Phase, 50 Hz UPS System along with associated accessories and AC Distribution Board complete with documentations as per approved drawings, specifications, data sheets and other codes & standards attached or referred with this tender and directions of Engineer-in-charge. 574 55KVA, 230V, 50 Hz, SPNParallel Redundant UPS withBypass as data sheet DS-440 575 1X100% NI-CD Battery Bank for 30 Min. backup along with all accessories & battery Isolator. 576 230V, 300 Amps, 50 Hz, AC Distribution Board as per Feeder Details listed in scope of work/job specification 577 Cell booster of adequate rating suitable for battery AH capacity. 578 Providing training to 2 nos. owners engineer at Vendor Works for a period of min. 3 days for 55KVA UPS system 579 Providing training to 5 nos. owners engineers at site for 55KVA UPS system 580 Mandatory spares for 230V, 55KVA UPS system as perCl.6.1 (Mandatory spares), sr.no.10 of EDB document no. B861-000-16-50-EDB-1001 581 MISCELLANEOUS CONTROL GEAR 582 Installation, testing and commissioning of miscellaneous surface mounted industrial/FLP control gear such as lighting/power panel, push button stations, motor starter, communication equipment, junction boxes, panels, plugs, sockets, including supply of necessary hardware, touch up painting including supply of paint, including transportation from store/yard to site at the place of installation, unpacking, (excluding fixing of cable glands and cable terminations),including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 583 Weight of the unit above 5 kg. but upto 20 kg. 584 Weight of the unit above 20 kg. but upto 100 kg. 585 Weight of the unit up to 5 kg. 586 Supply of Industrial, weather proof type Push Button stations as per EIL specification No. 6-51-0014, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 587 With stop (latching type) push button. 588 With stop (non-latching type) push button. 589 With start and stop (latching type) push buttons. 590 With start, stop push buttons and ammeter. 591 With start,stop push buttons and one Three position selector switch. 592 With start,stop push buttons, one Three position selector switch and ammeter. 593 With stop push button (Break Glass Type). 594 With start and stop (non-latching type) push buttons. 595 Supply of flameproof and weather proof type Push Button station as per EIL standard specification No. 6-51-0006 as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 596 With start, stop push buttons and one Three position selector switch and ammeter. 597 DC SYSTEM / BATTERY BANK 598 Supply of following ratings of Nickel-cadmium batteries, battery charger, distribution board alongwith accessories as per EIL specification No. 6-51-0019, 6-51-0047, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 599 160A (Min.) , dual redundant battery charger as per data sheet DS-430 600 110V, 1x500AH(Min.), Ni-Cd battery bank 601 110V, 350A DC distribution board as per feeder details listed in scope of work/job specification 602 3P MCCB / DC Circuit Breaker Battery isolator in weatherproof enclosure(IP-55)of adequate rating. 603 Mandatory spares for 110V Battery & Battery charger as per Cl.6.1 (Mandatory spares), sr.no.11 of EDB document no. B861-000-16-50-EDB-1001 604 Installation, testing and commissioning of stationary nickel-cadmium battery banks of the following ratings, including transportation from store/yard to site at the place of installation, filling with electrolyte, charging and dischargng of cells, including capacity test etc., aligning, levelling, grouting, assembly of battery racks, fixing of inter-cell connectors etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 605 Nickel-cadmium battery banks (including capacity test) rated for 110 V500 Ah 606 Supply of following rating of cell boosters as per EIL specification No. 6-51-0019, including all labour and materials, as per data sheets, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 607 Cell booster rated for 12 V50 A 608 PLUGS, SOCKETS AND JUNCTION BOXES 609 Supply of weatherproof metal clad 415V, TPN, industrial type socket and plug with heavy duty interlocking switch, with adequately sized cable adaptor box for incoming and outgoing cable terminations, including supply of double compression brass nickel plated cable glands, tinned copper lugs,including all labours and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 610 63 A, 415 V, 5 pin sockets along with associated 5 pin plugs. 611 240 V, 15 A, 3 pin sockets. 612 240 V, 15 A, 3 pin sockets along with associated 3 pin plugs. 613 24 V, 5 A, 3 pin sockets along with associated 3 pin plugs. WITH TRANSFORMER.(240/24V) 614 Supply, installation, cable termination, connection, testing and commissioning of following types of FLP andWP junction boxes, as per EIL specification No. 6-51-0061, including all labours and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 615 WP JB (IP-65) with 15 A, 16 terminals suitable for 1 No. incoming and6 Nos. outgoing cable entries complete with cable glands for incoming and outgoing cables and 3 Nos. blocking plugs 616 WP 3 way JB (IP-65) complete with 3 Nos. cable glands and 1 Nos. blocking plug suitable for cables upto 3 x 2.5 sq. mm YWY / XWY cable. 617 WP 4 way JB with IP-65 degree of protection complete with 4 Nos. cable glands and 2 Nos. blocking plug suitable for cables upto 3 x 2.5 sq. mm YWY / XWY cable. 618 NEUTRAL GROUNDING RESISTOR 619 Supply of following rating of outdoor type neutral grounding resistor, as per EIL standard specification no.6-51-0043,including all labour and materials, as per approved drawings, specifications of this tnder and directions of Engineer-in-Charge. 620 NGR rated for 3.81 kV400 A 621 Installation, testing and commissioning of outdoor type following neutral grounding resistor consisting of cast iron/stainless steel grid resistor with/without neutral CT including connection of one end of resistor with transformer neutral and the other end of the resistor to the earthing grid, including transportation from store/yard to site at the place of installation, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 622 NGR rated for 3.81 kV400 A 623 CAPACITOR BANKS 624 Supply of following HV capacitor banks, series reactor and RVT, as per EIL standard specification NO. 6-51-0020, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 625 11kV, 3 Phase,indoor type APFC panel -1500kVAR 626 Mandatory spares for APFC as per Cl.6.1 (Mandatory spares), sr.no.20 of EDB document no. B861-000-16-50-EDB-1001 627 Installation of following H.V. capacitor banks,series reactor and RVT, including transportation from store/yard to site ofinstallation, unpacking, assembly of elevating structure, interconnection of loose parts supplied by equipment vendor, aligning, levelling etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 628 HV capacitor banks rated for 1500 kVAR11 kV 629 Testing and commissioning of following H.V. capacitor banks,series reactor and RVT, including testing equipments, all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 630 HV capacitor banks rated for 1500 kVAR11 kV 631 CANOPIES 632 Supply, fabrication and installation of FRP canopies for outdoor electrical miscellaneous equipments such as lighting/power panels and distribution junction boxes, local panels , PB stations etc. to render them weather proof including supply of necessary hardware for fixing and clamping with the equipment, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 633 Lighting Panel/Power panel/distribution junctions boxes. 634 Manual call points/field call stations. 635 Push button stations. 636 Supply, fabrication andinstallation of canopies for miscellaneous outdoor equipment like motors, fire alarm points, telephones, communication hand set stations etc. to render them weatherproof made out of 1.6 mm (16 gauge) sheet steel including supply of hardware and paint, painting, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 637 Supply, fabrication andinstallation of GI canopies for outdoor electrical motors of following frame sizes to render them weather proof including supply of necessary hardware for fixing and clamping with the motor foundation, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 638 Frame size upto 80. 639 Frame size more than 80 and upto 112. 640 Frame size more than 112 and upto 180. 641 Frame size more than 180 and upto 250. 642 Supply, fabrication and installation of GI canopies for outdoor electrical miscellaneous equipments such as lighting/power panels and distribution junction boxes, local panels , PB stations etc. to render them weather proof including supply of necessary hardware for fixing and clamping with the equipment, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 643 Lighting Panel/Power panel/distribution junctions boxes. 644 Manual call points/field call stations. 645 Push button stations. 646 FLP receptacles. 647 ANCHOR FASTENERS 648 Supply, drilling in RCC and fixing of metallic anchor fasteners for supporting of cable trays and miscellaneous electrical switchgear of following sizes, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 649 3/16 BSW. 650 5/16 BSW. 651 1/4 BSW. 652 3/8 BSW. 653 5/8 BSW. 654 1/2 BSW. 655 SAFETY EQUIPMENT 656 Supply and installation of the following, including the supply of necessary clamps, bolts, rawl plugs etc., breaking and making good of walls, if required, mounting, including all labour and materials, complete and as per applicable standards and CEA Guidelines and as per directions of Engineer-in-Charge. 657 Shock hazard charts complete with frame and glass. 658 First Aid Boxes. 659 4.5 kg capacity CO2 type fire extinguishers. 660 6.8 kg capacity CO2 type fire extinguishers. 661 9 kg capacity CO2 type fire extinguishers. 662 Sand buckets with stand (Each with at least 3 sand buckets). 663 Shock hazard charts - Laminated type 664 Gas Mask for use in substation during fire & smoke as per CEA guidelines 665 Supply and laying of 900 mm wide safety insulation mats complying to IS-15652, of following grades required for maintenance of electrical equipment in substation, including cutting to required shape in running length, including all labour and materials, as per applicable Indian or International standards and CEA Guidelines and as per directions of Engineer-in-Charge. 666 3.3 kV grade. 667 11 kV grade. 668 Supply of following items as per applicable Indian standards/CEA Guidelines. 669 Rubber hand gloves (11 kV grade). 670 Rubber hand gloves (33 kV grade). 671 Enamelled caution boards. 672 Discharge rod with earthing facility (upto 11 kV grade). 673 HV fuse puller handle. 674 Supply and application/installation of epoxy based insulation coating with breakdown voltage as per IS, suitable for system voltage as marked and shall be suitable for installation on concrete flooring of substation in airconditioned/non-airconditioned area, having smooth finish, including all labour and materials, complete as per approved drawings, job & standard specification attached with this tender and directions of the engineer-in- charge 675 For highest systen voltage of 12.1kV 676 SUPPLY OF SPARES / LAMPS 677 MV HRC Fuses 678 16 A. 679 32 A. 680 63 A. 681 100 A. 682 160 A. 683 250 A. 684 SUPPLY OF MV CABLES 685 Supply of 1100 V grade, Copper Conductor,XLPE insulated and armoured, cables of following sizes as per EIL standard specification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge. 686 2 C x 10 sq. mm 687 2C x 16 sq. mm 688 2 C x 2.5 sq. mm 689 3 C x 6 sq. mm 690 2 C x 4 sq. mm 691 3 C x 4 sq. mm 692 3 C x 10 sq. mm 693 3 C x 2.5 sq. mm 694 Supply of 1100 V grade, Aluminium Conductor, XLPE insulated and armoured, cables of following sizes as per EIL standard specification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge. 695 3 C x 25 sq. mm 696 3.5 C x 25 sq. mm 697 3 C x 35 sq. mm 698 2 C x 50 sq. mm 699 3 C x 95 sq. mm 700 3 C x 120 sq. mm 701 3.5 C x 185 sq. mm 702 3 C x 240 sq. mm 703 3 C x 50 sq. mm 704 3.5 C x 35 sq. mm 705 3.5 C x 95 sq. mm 706 3.5 C x 300 sq. mm 707 3.5 C x 50 sq. mm 708 3.5 C x 120 sq. mm 709 Supply of 1100 V grade, Copper Conductor, Individual pair shielded & Overall shielded, twisted pair/triad, XLPE insulated, Armored, FRLS outer-sheathed cables of following sizes as per EIL standard specification No. 6-51-0052, data sheets, specifications of this tender and directions of Engineer-in-Charge. 710 1 Pair x 2.5 sq. mm 711 2 Pair x 2.5 sq. mm 712 4 Pair x 2.5 sq. mm 713 6 Pair x 2.5 sq. mm 714 12 Pair x 2.5 sq. mm 715 SUPPLY OF HV CABLES (MULTI CORE) 716 Supply of 6.6 kV (UE) grade, Al/Cu Conductor, XLPE insulated and armoured cables of following sizes as per EIL standard specification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge. 717 3 C x 240sq. mm, Al 718 Supply of 11 kV (UE) grade, Al/Cu Conductor, XLPE insulated and armoured cables of following sizes as per EIL standardspecification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge. 719 3 C x 240 sq. mm, Al 720 3 C x 300 sq. mm, Al 721 SUPPLY OF HV CABLES (SINGLE CORE) 722 Supply of 6.6 KV (UE) grade, Al/Cu Conductor, XLPE insulated and armoured single core cables of following sizes as per EIL standard specification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge. 723 1 C x 630 sq. mm, Al 724 Supply of 11 KV (UE) grade, Al/Cu Conductor, XLPE insulated and armoured single core cables of following sizes as per EIL standard specification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge. 725 1 C x 630 sq. mm, Al 726 LAYING OF CABLES 727 Laying of cables of different voltage grade and types of the following overall diameters in ready trays/trenches/ supported on structure/pull through pipes including supply and fixing of stainless steel strip number tags, supply and fixing of GI saddles & saddle bars, trefoil clamps (for single core cables) etc., including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge 728 Cables with OD above 80 mm but upto 100 mm. 729 Cables with OD above 50 mm but upto 60 mm. 730 Cables with OD above 60 mm but upto 80 mm. 731 Cables with OD above 30 mm but upto 40 mm. 732 Cables with OD above 20 mm but upto 30 mm. 733 Cables with OD upto 20 mm. 734 Cables with OD above 40 mm but upto 50 mm. 735 Laying of cables (using cable pulling by motorized winch with torque limits) of different voltage grade and types of the following overall diameters in ready trays/trenches/supported on structure/pull through pipes including supply and fixing of stainless steel strip number tags, supply and fixing of GI saddles & saddle bars, trefoil clamps (for single core cables) etc., including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge 736 Cables with OD upto 20 mm. 737 Cables with OD above 20 mm but upto 30 mm. 738 Cables with OD above 30 mm but upto 40 mm. 739 Cables with OD above 40 mm but upto 50 mm. 740 Cables with OD above 50 mm but upto 60 mm. 741 Cables with OD above 60 mm but upto 80 mm. 742 Cables with OD above 80 mm but upto 100 mm. 743 END TERMINATIONS 744 Fire proofing of cables including supply of all fire proofing paint, including all labour and materials, as per IEC-60331, specifications of this tender and directions of Engineer-in- Charge. (Actual area of surface painted shall be measured). 745 Supply of Unearthed grade H.V. termination kits of (indoor/outdoor type) as per EIL standard specification No. 6-51-0051, excluding cable glands and lugs, as per approved drawings and as per specifications of this tender and directions of Engineer-in-Charge. 746 3 Core cable Indoor termination kit for 6.6 kV240 mm² 747 3 Core cable Outdoor termination kit for 6.6 kV240 mm² 748 3 Core cable Indoor termination kit for 6.6 kV300 mm² 749 3 Core cable Indoor termination kit for 11 kV300 mm² 750 3 Core cable Indoor termination kit for 11 kV240 mm² 751 1 Core cable Indoor termination kit for 6.6 kV630 mm² 752 1 Core cable Indoor termination kit for 11 kV630 mm² 753 Termination of Unearthed grade HV cables and connection of leads including fixing of cable glands,supply and fixing of PVC shrouds for outdoor terminations, cutting and stripping of cable insulation, crimping the lug onto the conductor, restoration of the insulation, clamping of cable cores and earthing of armour, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Excluding supply of termination kits and cable glands). 754 3 Core cable termination kit for 6.6 kV300 mm² 755 3 Core cable termination kit for 6.6 kV240 mm² 756 3 Core cable termination kit for 11 kV300 mm² 757 3 Core cable termination kit for 11 kV240 mm² 758 1 Core cable termination kit for 6.6 kV630 mm² 759 1 Core cable termination kit for 11 kV630 mm² 760 Termination of XLPE insulated armoured power cables (up to 1100 V grade) and connection of leads excluding the supply of cable glands and lugs but includingfixing of cable glands, supply and fixing of PVC shrouds for outdoor terminations, cutting and stripping of cable insulation, crimping the lug on to the conductor, clamping of the cable-cores, marking with wire number, ferrules etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 761 Cables with OD above 60 mm but upto 80 mm. 762 Cables with OD above 40 mm but upto 50 mm. 763 Cables with OD above 30 mm but upto 40 mm. 764 Cables with OD above 50 mm but upto 60 mm. 765 Cables with OD upto 20 mm. 766 Cables with OD above 20 mm but upto 30 mm. 767 Termination of communication, fire alarm & control paired cables and connection of leads excluding the supply of cable glands and lugs but including fixing of cable glands, supply and fixing of PVC shrouds for outdoor terminations,cutting, stripping of cable insulation, crimping the lug on to the conductor, clamping of the cable- cores, marking with wire number, ferrules etc., including all labour and materials,as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 768 All sizes from 1P to 4P and upto 2.5 sq. mm 769 All sizes from 5P to 10P and upto 2.5 sq. mm 770 All sizes from 11P to 15P and upto 2.5 sq. mm 771 STRAIGHT THROUGH JOINTS 772 Supply and Making of heat shrinkable type straight through joints for 1100 volt grade power cablesas per EIL standard specification No. 6-51-0051, including cutting, stripping of cable insulation complete with supply of compression / crimping type ferrules, plastic mould and epoxy resin compound etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 773 Cables with OD above 30 mm but upto 40 mm. 774 Cables with OD above 50 mm but upto 60 mm. 775 Cables with OD above 60 mm but upto 80 mm. 776 Cables with OD upto 20 mm. 777 Cables with OD above 40 mm but upto 50 mm. 778 Cables with OD above 20 mm but upto 30 mm. 779 Supply of heat shrinkable type Straight through jointing kits for Unearthed grade H.V. cables of the following sizes,as per EIL standard specification No. 6-51-0051, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 780 3 Core cable Straight through jointing kits for 6.6 kV240 mm² 781 3 Core cable Straight through jointing kits for 11 kV300 mm² 782 1 Core cable Straight through jointing kits for 6.6 kV630 mm² 783 1 Core cable Straight through jointing kits for 11 kV630 mm² 784 Making of Straight through joints for H.V. cables of following sizes excluding supply of jointing kit and accessories, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 785 3 Core cable Straight through jointing kits for 6.6 kV240 mm² 786 3 Core cable Straight through jointing kits for 11 kV300 mm² 787 1 Core cable Straight through jointing kits for 6.6 kV630 mm² 788 1 Core cable Straight through jointing kits for 11 kV630 mm² 789 Supply and Making of heat shrinkable type straight through joints for communication, fire alarm & control paired cables, including cutting, stripping of cable insulation complete with supply of compression / crimping type ferrules, plastic mould and epoxy resin compound etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 790 All sizes from 5P to 10P and upto 2.5 sq. mm 791 All sizes from 11P to 15P and upto 2.5 sq. mm 792 All sizes from 1P to 4P and upto 2.5 sq. mm 793 G.I. & PVC PIPES 794 Supply and laying of following sizes ofG.I. Pipes (medium) in required length fixed on steel, concrete or similar structure, laid in trenches, ready to be buried in concrete including cutting, threading, bending and similar works, supply of clamps, small iron structures, spacers and installation of seats, plugs, bushings etc., small civil works, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 795 100 mm NB. 796 150 mm NB. 797 50 mm NB. 798 STRUCTURAL STEEL 799 Supply, fabrication, galvanising andinstallation of base frames, supports for switchgear, and brackets for miscellaneous electrical equipments, cable and cable tray supports out of rolled MS sections, pipes, plates etc. including welding, bolting, rivetting, supply of necessary anchor bolts and grouting etc., including breaking walls, floors etc. for structures as required including supply of all GI hardware materials, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Any item weighing up to 1 kg. or less shall neither be measured nor paid). 800 CABLE - TRAYS 801 Supply and installation of prefabricated hot dip galvanised steel cable trays, fabricated out of hot rolled sheet steel with rigid welded construction ladder type with a rung as per std. 7-51-0333, of approved make and cable tray fittings, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 802 Reducers 750 - 450 RHS. 803 Reducers 750 - 600 RHS. 804 Reducers 750 - 600 LHS. 805 Horizontal bends for 450 mm wide tray with 1000 mm bending radius. 806 Horizontal bends for 600 mm wide tray with 1000 mm bending radius. 807 Vertical outside bends for 450 mm wide tray with 1000 mm bending radius. 808 Vertical outside bends for 600 mm wide tray with 1000 mm bending radius. 809 Vertical inside bends for 600 mm wide tray with 1000 mm bending radius. 810 Tee Joints for 450 mm wide tray with 1000 mm bending radius. 811 Tee Joints for 600 mm wide tray with 1000 mm bending radius. 812 Tee Joints for 750 mm wide tray with 1000 mm bending radius. 813 Cross Joints for 450 mm wide tray with 1000 mm bending radius. 814 Cross Joints for 750 mm wide tray with 1000 mm bending radius. 815 Vertical inside bends for 750 mm wide tray with 1000 mm bending radius. 816 300 mm wide Straight run cable tray. 817 Horizontal bends for 750 mm wide tray with 1000 mm bending radius. 818 Vertical outside bends for 750 mm wide tray with 1000 mm bending radius. 819 600 mm wide Straight run cable tray. 820 Reducers 750 - 300 RHS. 821 Reducers 600 - 300 RHS. 822 Horizontal bends for 300 mm wide tray with 1000 mm bending radius. 823 Vertical outside bends for 300 mm wide tray with 1000 mm bending radius 824 Vertical inside bends for 300 mm wide tray with 1000 mm bending radius 825 Tee Joints for 300 mm wide tray with 1000 mm bending radius. 826 450 mm wide Straight run cable tray. 827 750 mm wide Straight run cable tray. 828 Supply and installation of following galvanised slotted channel trays of 2 mm thickness and 50 mm high for supporting cables, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 829 150 mm wide. 830 60 mm wide. 831 100 mm wide. 832 Supply, fabrication andinstallation of 0.91 mm (20 gauge) GI sheet covers for cable trays, including necessary hardwares, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 833 CABLE GLANDS 834 Supply of nickel-plated, flame proof IIA/IIB double compression type brass cable glands, suitable for out door terminations of armoured PVC cables of following overall diameter (excluding termination and connection of cables), including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 835 Cables with OD above 50 mm but upto 60 mm. 836 Cables with OD above 30 mm but upto 40 mm. 837 Cables with OD above 40 mm but upto 50 mm. 838 Cables with OD above 60 mm but upto 80 mm. 839 Cables with OD above 20 mm but upto 30 mm. 840 Cables with OD upto 20 mm. 841 Supply of nickel plated brass double compression cable glands suitable for outdoor installations (WP) of following overall diameter (excluding termination and connections of cables), including drilling of suitable holes in equipments for fixing purposes etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 842 Cables with OD upto 20 mm. 843 Cables with OD above 20 mm but upto 30 mm. 844 Cables with OD above 30 mm but upto 40 mm. 845 Cables with OD above 40 mm but upto 50 mm. 846 Cables with OD above 50 mm but upto 60 mm. 847 Cables with OD above 60 mm but upto 80 mm. 848 Supply of nickel plated brass single compression cable glands of following overall diameter (excluding termination and connections of cables), including drilling of suitable holes in equipments for fixing purposes etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 849 Cables with OD upto 20 mm. 850 Cables with OD above 20 mm but upto 30 mm. 851 Cables with OD above 30 mm but upto 40 mm. 852 Cables with OD above 40 mm but upto 50 mm. 853 Cables with OD above 50 mm but upto 60 mm. 854 Cables with OD above 60 mm but upto 80 mm. 855 Cables with OD above 80 mm but upto 100 mm. 856 Supply and fixing of FLP(IIA/IIB) blocking plugs for blocking unused cable entries with following diameter in outdoor electrical equipment including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 857 Cables with OD above 60 mm but upto 80 mm 858 Cables with OD above 30 mm but upto 40 mm 859 Cables with OD above 40 mm but upto 50 mm 860 Cables with OD above 50 mm but upto 60 mm 861 Cables with OD up to 20 mm 862 Cables with OD above 20 mm but upto 30 mm 863 MARKERS 864 Supply and installation of earth pit markers for directly buried GI pipe electrodes as per std. 7-51-0101 with 14 SWG enamelled steel plate engraved with white letters BURIED, EARTH ELECTRODE on JADE green background complete with support and foundation, including all labour and materials, as per approved drawings, specifications of this tender and direction of Engineer-in-Charge. 865 Supply and installation of cable markers as per std. 7-51-0301, for underground cable runs with 14 SWG enamelled steel plate with white lettering on jade green background inclusive of providing and fixing supports, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 866 CABLE LUGS 867 Supply of crimping type long barrel tinned copper lugs with circular/sector shaped barrel for following conductor sizes, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 868 All sizes from 50 to 185 sq. mm 869 All sizes from 16 to 35 sq. mm 870 All sizes from 240 to 400 sq. mm 871 All sizes upto 10 sq. mm 872 All sizes from 500 to 1000 sq. mm 873 Supply of crimping type long barrel aluminium lugs with circular/sector shaped barrel for following conductor sizes, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 874 All sizes upto 10 sq. mm 875 All sizes from 240 to 400 sq. mm 876 All sizes from 16 to 35 sq. mm 877 All sizes from 50 to 185 sq. mm 878 All sizes from 500 to 1000 sq. mm 879 Supply of crimping type long barrel Bimetallic lugs with Al barrel & tinned Cu palm with circular/sector shaped barrel for following conductor sizes, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 880 All sizes from 50 to 185 sq. mm 881 All sizes from 240 to 400 sq. mm 882 All sizes upto 10 sq. mm 883 All sizes from 16 to 35 sq. mm 884 All sizes from 500 to 1000 sq. mm 885 Supply of crimping type long barrel Bimetallic lugs with tinned Cu barrel & Al palm with circular/sector shaped barrel for following conductor sizes, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 886 All sizes upto 10 sq. mm 887 All sizes from 16 to 35 sq. mm 888 All sizes from 240 to 400 sq. mm 889 All sizes from 50 to 185 sq. mm 890 All sizes from 500 to 1000 sq. mm 891 FIRE PROOFING OF CABLES 892 Fire proofing of cables including supply of all fire proofing paint, including all labour and materials, as per specifications of this tender and directions of Engineer-in-Charge. (Actual area of surface painted shall be measured). 893 ADAPTORS / REDUCERS / NIPPLES ETC. 894 Supply and fixing nickel-plated brass adaptors/ reducers for cable glands of following sizes including all labour and materials complete as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. Adaptors shall have male part threaded as per Eqpt. threads and the other end to receive glands having E.T. thread. 895 Eqpt. Thread 3/4 PF (J.I.S.)-E.T. Thread 3/4ET 896 Eqpt. Thread 1 PF (J.I.S.) - E.T. Thread 3/4ET 897 Eqpt. Thread 1 PF (J.I.S.) -E.T. Thread 1ET 898 Eqpt. Thread 1-1/2 PF (J.I.S.)- E.T. Thread 1-1/4ET 899 Eqpt. Thread 1-1/2 PF (J.I.S.)- E.T. Thread 1-1/2ET 900 Eqpt. Thread 2 PF (J.I.S.) -E.T. Thread 1-1/2ET 901 Supply and installation of GI reducers/enlargers of following sizes for cable glands of following sizes including all labour and materials complete as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. Adaptors shall have male part threaded as per Eqpt. threads and the other end to receive glands having E.T. thread. 902 Eqpt. Thread PG 13.5(DIN) - E.T. Thread 3/4 ET 903 Eqpt. Thread PG 16 (DIN) -E.T. Thread 3/4 ET 904 Eqpt. Thread PG 21 (DIN) -E.T. Thread 1ET 905 Eqpt. Thread PG 29 (DIN) -E.T. Thread 1-1/2 ET 906 Eqpt. Thread 1 ET (IS) -E.T. Thread 3/4 ET 907 Eqpt. Thread 1-1/2 ET (IS) -E.T. Thread 1 ET 908 Eqpt. Thread 1-1/2 ET (IS) -E.T. Thread 1-1/2 ET 909 Eqpt. Thread 2 ET (IS) -E.T. Thread 1-1/2 ET 910 Supply and fixing FLP(IIA/IIB), weatherproof, nickel-plated brass adaptors/reducers for cable glands of following sizes including all labour and materials complete as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. Adaptors shall have male part threaded as per Eqpt. threads and the other end to receive glands having E.T. thread. 911 Eqpt. Thread 3/4 PF (J.I.S.)-E.T. Thread 3/4ET 912 Eqpt. Thread 1 PF (J.I.S.) -E.T. Thread 3/4ET 913 Eqpt. Thread 1 PF (J.I.S.) -E.T. Thread 1ET 914 Eqpt. Thread 1-1/2 PF (J.I.S.)- E.T. Thread 1-1/4ET 915 Eqpt. Thread 1-1/2 PF (J.I.S.)- E.T. Thread 1-1/2ET 916 Eqpt. Thread 2 PF (J.I.S.) -E.T. Thread 1-1/2ET 917 Supply and installation of FLP(IIA/IIB) GI reducers/ enlargers of following sizes for cable glands of following sizes including all labour and materials complete as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. Adaptors shall have male part threaded as per Eqpt. threads and the other end to receive glands having E.T. thread. 918 Eqpt. Thread PG 13.5(DIN) - E.T. Thread 3/4 ET 919 Eqpt. Thread PG 16 (DIN) -E.T. Thread 3/4 ET 920 Eqpt. Thread PG 21 (DIN) -E.T. Thread 1ET 921 Eqpt. Thread PG 29 (DIN) -E.T. Thread 1-1/2 ET 922 Eqpt. Thread 1 ET (IS) -E.T. Thread 3/4 ET 923 Eqpt. Thread 1-1/2 ET (IS) -E.T. Thread 1 ET 924 Eqpt. Thread 1-1/2 ET (IS) -E.T. Thread 1-1/2 ET 925 LIGHTING POLES 926 Supply and installation of Lighting Poles for floor mounting as per std. 7-51-0201, including all civil works, excavation, foundation, disposal of surplus earth, providing shoring, strutting and dewatering if required and including supply of cement, steel, GI pipes, base plates, paint and all sundry materials as required, including painting, (excluding supply and installation of control gear box/junction box), but including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 927 Lighting poles including supply and connection of wires upto fixtures for safe areas. 928 Supply andinstallation of platform Lighting pole as per std. 7-51-0202,including all welding, structural works, paint and all sundry materials as required, including painting, (excluding supply and installation of control gear box/junction box), but including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 929 Lighting poles including supply and connection of wires upto fixtures for safe areas. 930 Supply andinstallation of street lighting poles (single bracket/double bracket) including built in marshalling box andnecessary wire/cable running from marshalling box to the lighting fixture, cable termination and connection, fixing of cable glands and lugs,including all civil works, excavation, foundation, disposal of surplus earth, providing shoring, strutting and dewatering if required and including supply of cement, steel, GI pipes, base plates, paint and all sundry materials as required, including painting, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 931 Poles as per std. 7-51-0233 with MB as per 7-51-0208 for safe area 932 Poles as per std. 7-51-0234 sht. 2 of 2 (Single bracket) 933 HAZARDOUS AREA LIGHTING FIXTURES AND ACCESSORIES 934 Installation, connection, testing and commissioning of following types of flame proof/Div.2 lighting fixtures and accessories, including cable termination and connection, fixing of cable glands, lugs, including supply of necessary hardwares, including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 935 3-way, junction box. 936 4-way, junction box. 937 Well glass type pole mounting type for Ground Level. 938 Well glass type ceiling mounted. 939 Well glass type bracket mounted. 940 Well glass type pole mounting type for Platform. 941 Supply and installation of Type-`A clamps(for bracket mounted lighting fixtures) including bolt (MOC SS304) for fixing the fixture to the clamp as per EIL std.no.7-51-0221, including supply and fixing of anchor fasteners, nuts and bolts, washers etc. as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 942 Supply and installation of adapters for Platform and ground pole mounted lighting fixtures as per EIL std.no.7-51-0221, approved drawings, specifications of this tender and directions of Engineer-in-Charge. 943 Supply and installation of Type-`B clamps(for ceiling mounted lighting fixtures) including bolt (MOC SS304) for fixing the fixture to the clamps per EIL std.no.7-51-0221, including supply and fixing of anchor fastners,nuts and bolts,washers as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 944 SAFE AREA LIGHTING FIXTURES 945 Supply, installation, testing and commissioning of following energy efficient lighting fixtures and connecting to wiring junction box/marshalling box complete with lamps and necessary control gear including supply of all connected materials like flexible conduit, clamps, supports, chains, anchor fastners, bolts, nuts and washers etc. as required, including supply and fixing of cable glands, lugs, including all labour and materials, as per approved drawings, data sheet for lighting fixture schedule, EIL installation standards, specifications of this tender and directions of Engineer-in-Charge. 946 Type LED SFD-12 Fixtures. 947 Type LED BK-3 Fixtures. 948 Type LED ST-10 Fixtures. 949 Type LED FD-1 Fixtures. 950 Type LED FD-2 Fixtures. 951 Type LED FD-3 Fixtures. 952 JUNCTION BOXES (OUTDOOR / INDOOR TYPE) 953 Supply and installation of dust and vermin proof G.I. sheet steel (1.6 mm thick) junction box WP type suitable for outdoor/indoor installation with number of outgoing ways as under, complete with PVC connectors, supply and fixing of cable glands, including supply of required size and number of terminals, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 954 3 way. 955 4 way. 956 LIGHTING / POWER PANELS AND DISTRIBUTION BOARDS 957 Supply, installation, connection, testing and commissioning offlame proof weather proof lighting/power panels(for gas group IIA/IIB) as per EIL std. spec. 6-51-0008, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 958 40 A, 4 pole incomer MCB isolator and 12 Nos. outgoingdouble poleMCBs with ELCB (upto 20 A). 959 40 A, 4 pole incomer MCB isolator and 6 Nos. outgoingdouble poleMCBs with ELCB (upto 20 A). 960 Supply, installation, connection, testing and commissioning of safe area lighting/power panels, surface/flush mounting type, wall mounting type in dust tight (with hinged cover) sheet steel enclosure having 4 pole incomer and single pole MCB (9 kA type) for outgoing circuit control with completewiring, including cable termination, connection and fixing of cable glands, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 961 40 A, 4 pole incomer MCB isolator and 6 Nos. outgoingdouble poleMCBs (upto 20 A) with RCCBs in each outgoing circuits suitable for outdoor location with IP-65 degree of protection 962 40 A, 4 pole incomer MCB isolator and 12 Nos. outgoingdouble poleMCBs (upto 20 A) with RCCBs in each outgoing circuits suitable for outdoor location with IP-65 degree of protection 963 63 A, 4 pole incomer MCB isolator and 18 Nos. outgoingdouble poleMCBs (upto 20 A) with RCCBs in each outgoing circuits suitable for outdoor location with IP-65 degree of protection 964 WIRING 965 Circuit wiring in non-hazardous areas using (size given below), copper conductor, PVC insulated, FRLS outer sleeve cables (third core for earthing),from lighting/powerpanel/distribution junction box, excluding the supply of cable, junction boxes and cable glands but including termination and connection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 966 3 C x 2.5 sq. mm 967 3 C x 4 sq. mm 968 Circuit wiring in hazardous areas using (sizes given below) copper conductor, XLPE insulated, FRLS outer sleeve armoured cables (third core for earthing) from lighting/power panel/distribution junction box onwards, excluding the supply of cables, junction boxes and cable glands but including fixing of cable glands, supply and fixing of clamps, cable terminations and connections, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 969 3 C x 2.5 sq. mm 970 EARTH ELECTRODES 971 Supply, installation, testing and commissioning of GI earth electrodes, complete with earth pit as per std. 7-51-0102 and all necessary materials including excavation of earth pit, filling with charcoal and salt, back filling, providing necessary brickwork, connections, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 972 GI earth electrode as per std. 7-51-0102. 973 COPPER EARTH ELECTRODES 974 Supply, installation, testing and commissioning of Cu earth electrodes complete with 38 mm outer dia x 3 mm thick Cu pipe in a depth of 25Mtr, 3mm Thick 4Inch X 12 Inch Copper plate, earth pit and all necessary materials including excavation of earth pit, filling with charcoal and salt, bentonite powder, back filling, providing necessary brickwork, connections, including all labour and materials, as per sketch B861-000-16-50-DS-4001, approved drawings, specifications of this tender and directions of Engineer-in-Charge 975 EARTH STRIPS 976 Supply, installation and connection of following GI earthing strip along the cable trenches or cable trays or fixing to walls or structures including welding at joints, providing anti-corrosive paint or bitumen and jute covering for welded portion, clamping and necessary hardware for connecting, etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 977 100 X 12 mm 978 40 x 5 mm 979 25 x 3 mm 980 50 x 6 mm 981 Supply, installation and connection of following GI earthing strip buried individually at a depth of 500 mm including welding at joints, providing anti-corrosive paint or bitumen and jute covering for welded portion, clamping and necessary hardware for connecting, excavation and refilling etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 982 100 X 12 mm 983 40 x 5 mm 984 25 x 3 mm 985 50 x 6 mm 986 EARTHING CONNECTION 987 Connecting individual equipment to the earth strip or earth plate with following sizes of G.I. wire / G.I. wire rope including the supply of G.I. wire /G.I. wire rope, lugs, conductors, connecting to the G.I. strip or earth plate and necessary hardware for connection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 988 3/8 dia (10 mm) flexible rope. 989 5/8 dia (16 mm) flexible rope. 990 8 SWG GI Wire. 991 Supply and installation of 25 sq. mm (168/0.01772) copper flexibles of following length with copper lugs crimped on both sides for earthing of pipeline vessels, equipments (non electrical) as per std. 7- 51-0112, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 992 300 mm 993 500 mm 994 1500 mm 995 EARTH PLATES 996 Supply, installation and connection of GI earth plates as per std. 7-51-0103, complete with anchor bolts, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 997 GI earth plate as per std. 7-51-0103. 998 EARTHING CONNECTORS 999 Supply and installation of MS ear of width 50 mm and thickness 5 mm for earthing of process vessels, steel structures, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 1000 Minimum 75mm to maximum 300 mm long 1001 Supply and installation of stainless steel ear of width 50 mm and thickness 5 mm for earthing of process vessels, steel structures, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 1002 Minimum 75mm to maximum 300 mm long 1003 LIGHTNING RODS 1004 Supply and installation of GI lightning rod as per std. 7-51-0503 including supply of all hardware etc., including all labour and materials,as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 1005 GI lightning rod as per std. 7-51-0503. 1006 LAYING OF COMMUNICATION / FIRE ALARM CABLES 1007 Horizontal and vertical laying/pulling through of communication/fire alarm cables of the following overall diameters in ready trays/trenches/conduits or supported on structures including supplying and fixing of GI saddle and saddle bars, stainless steel strip number tags, including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge 1008 Cables of overall dia. above 35 mm. 1009 Cables of overall dia. upto 35 mm. 1010 Laying of HDPE ducts for laying of optical fiber cables between various substations, pulling through pipes or supported on structures including supplying and fixing of GI saddle and saddle bars, including supply and fixing of printed stainless steel/ non magnetic non corrosive metal tags, including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge 1011 HDPE duct with overall dia. Upto 60mm 1012 HDPE duct with overall dia. above 60mm 1013 Laying of optical fiber cables between various buildings in already laid HDPE conduits for plant communication and fire alarm data highway, feeder differential protection, etc., including supply of all hardware, splice connectors, accessories, pulling through pipes or supported on structures including supply and fixing of printed stainless steel/ non magnetic non corrosive metal tags, including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 1014 Cables of overall dia. upto 40 mm. 1015 Cables of overall dia. above 40 mm. 1016 STRAIGHT THROUGH JOINTS COMMUNICATION / FIRE ALARM CABLES 1017 Making of straight through joints for polyethylene insulated armoured jelly filled/ non filled overall PVC jacketed, including supply of all necessary materials for the joint, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 1018 For Non-Jelly filled cables of size .9 mm5 pair 1019 For Non-Jelly filled cables of size .9 mm20 pair 1020 For Non-Jelly filled cables of size .9 mm10 pair 1021 For Jelly filled cables of size .63 mm²20 pair 1022 For Non-Jelly filled cables of size 1.5 mm²2 pair 1023 Supply of straight through jointing kit for Mono mode, multitube/unitube, jelly filled, Optical fiber cable with non metallic armour with following number of fibers, as per EIL standard specifications, data sheet, specifications of this tender and directions of Engineer-in-Charge. 1024 6 Fiber 1025 Supply of straight through jointing kit for Multi mode, multitube/unitube, jelly filled, Optical fiber cable with non metallic armour with following number of fibers, as per EIL standard specifications, data sheet, specifications of this tender and directions of Engineer-in-Charge. 1026 6 Fiber 1027 Making of straight through jointing kit for Mono/Multi mode, multitube/unitube, jelly filled, Optical fiber cable with non metallic armour with following number of fibers, as per EIL standard specifications, data sheet, specifications of this tender and directions of Engineer-in-Charge. 1028 6 Fiber 1029 END TERMINATIONS FOR COMMUNICATION/FIRE ALARM CABLES. 1030 Termination of following polyethylene insulated armoured jelly filled/ non filled cables including cutting, stripping of cable insulation, sealing of jacket including supply of termination kit, hardware, including all labour and materials, as per approved drawings, specification of this tender and directions of Engineer-in-Charge. 1031 For Non-Jelly filled cables of size .9 mm5 pair 1032 For Non-Jelly filled cables of size .9 mm2 pair 1033 For Non-Jelly filled cables of size .9 mm50 pair 1034 For Non-Jelly filled cables of size .63 mm20 pair 1035 For Non-Jelly filled cables of size 1.5 mm2 pair 1036 For Non-Jelly filled cables of size 1.5 mm²2 pair 1037 Supply ,Installation, testing and commissioning of Fiber Optic Patch panel (LIU) for following type & number of fiber for OFCs including all accessories for terminating, pigtails with Connectors, patch cords with connectors, Splicing sleeves and splice tray including all labour and materials as per approved drawings specifications of this tender and directions of engineer-in-Charge 1038 For 6 fiber Mono mode cable with LC pigtails and LC patch cords 1039 For 6 fiber Mono mode cable with SC pigtails and LC patch cords 1040 For 6 fiber Mono mode cable with ST pigtails and LC patch cords 1041 For 6 fiber Mono mode cable with LC pigtails and SC patch cords 1042 For 6 fiber Mono mode cable with LC pigtails and ST patch cords 1043 For 6 fiber Mono mode cable with SC pigtails and SC patch cords 1044 For 6 fiber Mono mode cable with SC pigtails and ST patch cords 1045 For 6 fiber Mono mode cable with ST pigtails and SC patch cords 1046 For 6 fiber Mono mode cable with ST pigtails and ST patch cords 1047 Termination of optical fiber cables for various systems including supply of all hardware, splice connectors, accessories, including all labour and materials as per approved drawings specifications of this tender and directions of engineer-in-Charge 1048 6 Fiber 1049 SUPPLY OF COMMUNICATION / FIRE ALALRM CABLE / CONDUITS / DUCTS 1050 Supply of communication, fire alarm & control paired cables of following sizes as per EIL standard specification No.6-51-0052, data sheet, specifications of this tender and directions of Engineer-in-Charge. 1051 Jelly filled cables of size .9 mm20 pair 1052 Jelly filled cables of size .9 mm10 pair 1053 Non-Jelly filled cables of size .9 mm5 pair 1054 Non-Jelly filled cables of size .9 mm2 pair 1055 Non-Jelly filled cables of size 1.5 mm2 pair 1056 Non-Jelly filled cables of size .9 mm50 pair 1057 Non-Jelly filled cables of size .63 mm2 pair 1058 Supply of Mono mode, jelly filled, Optical fiber cable with non metallic armour with following number of cores & construction, as per EIL standard specifications, data sheet, specifications of this tender and directions of Engineer-in-Charge. 1059 6 Fiber multitube construction 1060 Supply of Multi mode, jelly filled, Optical fiber cable with non metallic armour with following number of cores & construction, as per EIL standard specifications, data sheet, specifications of this tender and directions of Engineer-in-Charge. 1061 6 Fiber multitube construction 1062 Supply of HDPE ducts for laying of optical fiber cables between various substations, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge 1063 HDPE duct with overall dia. Upto 60mm 1064 HDPE duct with overall dia. above 60mm 1065 CIVIL WORKS/M.S. CHEQUERED PLATE 1066 Making through and through cut outs in pockets of size 150 mm dia in the RCC floor/walls of trenches/buildings of thickness upto 200mm for facilitation cable entries using concrete cutting machines including all labour and materials as per approved drawings, specifications of this tender and directions of Engineer -in-charge 1067 Excavation and backfilling of trenches for cables and earth strip etc. , for a maximum depth of 1.5 m, shoring, shuttering and dewatering (if necessary) including consolidation and disposal of surplus earth up to a distance of 30 m, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Excavated trench dimensions shall be measured). 1068 Excavation and backfilling of trenches in all types of soil including rock. 1069 Excavation and backfilling of trenches in all types of soil except rock. 1070 Supply and laying of 40 mm size gravel in one layer of 100/150 mm thick including dressing of soil surface and laying the aggregate in uniform layer and density, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge ( Aggregate will be measured in boxes of size 1.5 m x 1.5 m x 0.5 m which shall be taken as 1 cubic metre, the boxes are to be furnished by the contractor free of cost for measuring purposes). 1071 40 mm size gravel. 1072 Supply and spreading of approved fine river sand/stone dust in cable trenches, including all labour and materials, specifications of this tender and directions of Engineer-in-Charge. 1073 Fine river sand. 1074 Supply and spreading of approved FLY ASH BRICKS - TYPE-5 of 75 mm thickness in cable trenches for cable protection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Actual area of laid brick surfaces shall be measured). 1075 Bricks. 1076 Supply, fabrication and installation of 6 mm thick M.S. chequered plate for covering floor cut- outs/cable trenches etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 1077 6 mm thick M.S. chequered plate. 1078 Making through and through cut outs in pockets of following shape and size in the RCC floor/ walls of trenches/ buildings of thickness above 200 mm and upto 400 mm for facilitating cable/ duct entries, using concrete cutting machines and making cut out good using plastering and painting including all material and labour as per approved drawings, specification of this tender and directions of Engineer-in-charge. 1079 Rectangular Cut Out of length 200 mmwidth 200 mm 1080 Circular Cut Out of diameter 150 mm 1081 LAN SYSTEMS 1082 Supply, installation, mounting, testing & commissioning of following Ethernet switches including performance warranty certification(for LAN) of 25 years through OEM, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-charge. 1083 Etherswitch Rack Type-I 1084 PAINTING & MARKING 1085 Letter painting and marking of all buses of switchboards, all incomers, bus couplers, outgoings with details of Tag No, feeder rating in KW/Amp, sending end source, in the front of the panels and bus bar, panel nos.etc. on the rear side of the panels for all switchboards, all other substation equipment viz.transformers, capacitors, neutral grounding resistors, VFD panels, other panels, etc for equipment housed in electrical substations including supply of all material such as stickers, enamel paints, stencil, etc including supply of all labour, materials as per the specification of this tender and directions of Engineer-in-Charge. 1086 Each alphabet/character above 2 inch and Upto 4 inch in height/length 1087 Each alphabet/character upto 2 inch in height/length 1088 Each alphabet/character above 4 inch and Upto 8 inch in height/length 1089 Each alphabet/character above 8 inch and Upto 12 inch in height/length 1090 Letter painting of tag nos., applicable circuit nos. for identification with red/black/white paint for all outdoor equipment in safe and hazardous areas viz.light fittings, control gear boxes, lighting/power panels, welding receptacles, convenience receptacles, local control stations, fire alarm manual call points, fire alarm detectors, motors,field call stations, loud speakers, etc. including supply of enamel paint, all hardware as required,supply of all labour, materials as per the specification of this tender and directions of Engineer-in-Charge. 1091 Each alphabet/character above 2 inch and Upto 4 inch in height/length 1092 Each alphabet/character upto 2 inch in height/length 1093 Each alphabet/character above 4 inch and Upto 8 inch in height/length 1094 Each alphabet/character above 8 inch and Upto 12 inch in height/length 1095 INSTRUMENTATION 1096 PRESSURE GAUGES AND ACCESSORIES (Incl. supply of Impulse pipe/Tubing material) 1097 Installation of Line mounted or Remote mounted or Local Gauge Board mounted Pressure gauge/ Pressure gauge with Pulsation Dampener/ Syphon/ Overrange Protector (direct/ surface mounted/ diaphragm seal type) inclusive of mounting of instrument, supply of piping and tubing materials such as valves, fittings, pipes, tubes, compression fittings, as per specification, supply and erection of supports, mounting on support, (if support required), laying of capillary on supports, fabrication and installation of manifolds/ impulse lines with supports as per standards indicated below, hydraulic testing and painting of supports but exclusive of Supply of Instrument, Gauge Board, Yoke, and Calibration. 1098 In Carbon Steel as per Standard 7-52-1103 1099 In Carbon Steel as per Standard 7-52-4079. 1100 DIFFERENTIAL PRESSURE GAUGES (Incl. supply of Impulse pipe/Tubing materials) 1101 Installation of Differential Pressure gauge with/ without pulsation dampner/Syphon/ overrange protector including one side capillary type)/ Diaphragm seal type Differential Pressure gauge, surface/ yoke mounted inclusive of mounting of instrument, supply of piping & tubing materials such as valves, fittings, pipes, tubes, compression fittings as per specifications enclosed, supply and erection of supports, mounting on support, laying of capillary on supports, fabrication and installation of manifolds/ impulse lines with supports as per standards indicated below, hydraulic testing and painting of supports but exclusive of Supply of Instrument and Calibration 1102 In Carbon Steel as per Standard 7-52-4077. 1103 In Carbon Steel as per Standard 7-52-4078. 1104 PRESS.INSTRUMENTS (Incl. supply of Impulse pipe/Tubing material) 1105 Installation of Pressure Transmitters/ Pressure Switches (with or without Pulsation Dampener, Overrange Protector)/ Diaphragm seal type Pressure Transmitters/ Diaphragm seal type Pressure Switches including mounting on Yoke/ Surface, supply of piping & tubing materials such as valves, fittings, pipes, tubes, compression fittings as per specifications enclosed, supply of supports for capillary, supply and erection of supports for impulse lines wherever required, fabrication and installation of manifolds/ impulse lines with supports as per Standard indicated below, laying of capillary on supports, hydraulic testing and painting of supports but exclusive of Supply of Instrument, all Electrical/ Pneumatic connections, Yoke and Calibration. 1106 In Carbon Steel as per Standard 7-52-1101 1107 In Carbon Steel as per Standard 7-52-1159 1108 In Carbon Steel as per Standard 7-52-1188 1109 In Carbon Steel as per Standard 7-52-1102 1110 In Carbon Steel as per Standard 7-52-1163 1111 In Stainless Steel as per Standard 7-52-1159 1112 DIFFERENTIAL PRESSURE INSTRUMENTS (Incl. supply of Impulse pipe/Tubing materials) 1113 Installation of Differential Pressure Transmitters (including one side capillary type)/ Differential Pressure Switch(including one side capillary type)/ Diaphragm seal type DP Transmitters/ Diaphragm seal type DP Switch including mounting on Yoke/ Surface, supply of piping & tubing materials such as valves, fittings, pipes, tubes, compression fittings as per specifications enclosed, ,supply and erection of supports for impulse lines wherever required, fabrication and installation of manifolds/ impulse lines with supports as per Standard indicated below, supply and fabricating of supports for capillary, laying of capillary on supports, painting, installation of flushing connection, hydraulic testing of impulse lines as per standard indicated below but exclusive of Supply of Instrument, all Electrical/ Pneumatic connections, Yoke and Calibration. 1114 In Carbon Steel as per Standard 7-52-1140 1115 In Carbon Steel as per Standard 7-52-1192 1116 DIFFERENTIAL PRESSURE (FLOW) TRANSMITTERS (Incl. supply of Impulse pipe/Tubing material) 1117 Installation of Differential pressure(with or without integral manifold)/ Diaphragm Seal Type Differential Pressure flow instruments including Mounting on Yoke, supply of piping & tubing materials such as valves, fittings, pipes, tubes, compressive fittings as per specifications enclosed,supply of supports for impulse lines/ manifolds/ capillary, fabrication and Installation of manifolds/ impulse lines with supports as per Standard indicated below, laying of capillary on supports, hydraulic testing and painting of supports but exclusive of Supply of Instruments, all Electrical/ Pneumatic connections, Yoke and Calibration. 1118 In Carbon Steel as per Standard 7-52-3489. 1119 In Carbon Steel as per Standard 7-52-3490. 1120 In Carbon Steel as per Standard 7-52-3491. 1121 In Stainless Steel as per Standard 7-52-3490. 1122 ULTRASONIC FLOWMETER 1123 Installation of Transmitters/ Preamplifiers for ultrasonic flowmeters on yoke/ instrument (if required) including Straight length spool piece with pressure and temperature compensation loop including laying and termination of interconnection cable supports for cables as required, painting of supports but exclusive of supply of instrument, yoke and calibration. 1124 Installation of Transmitters/ Preamplifiers for Ultrasonic Flowmeters 1125 DIFFERENTIAL PRESSURE (LEVEL) TRANSMITTERS (Incl. supply of Impulse pipe/Tubing material) 1126 Installation of DP type/ Diaphragm Seal DP type Level Instrument including mounting on Yoke, supply of piping & tubing materials such as valves, fittings, pipes, tubes, compressive fittings, as per specifications enclosed, supply of supports for impulse line/ capillary/ manifold, fabrication of manifolds and erection wherever required, laying of capillary on supports, fabrication and installation of impulse lines with support as per Standard indicated below, hydraulic testing and painting of supports but exclusive of Supply of Instrument,all Electrical/ Pneumatic connections, Yoke and Calibration. 1127 In Carbon Steel as per Standard 7-52-1523. 1128 In Carbon Steel as per Standard 7-52-1524. 1129 LEVEL GAUGES (Incl. supply of Impulse pipe/Tubing material) 1130 Installation of Level Gauges on Vessel/ Piping/ Standpipes with minor modification wherever required, supply of piping & tubing materials such as valves, fittings, pipes, tubes, compression fittings, as per specifications enclosed, fabrication of primary piping, fabrication and installation of drain valve/ vent valve assembly as per Standard indicated below, hydraulic testing of gauge, installation of illuminators/ non-frosting extension if required but exclusive of Supply of Gauges and Illuminators. 1131 In Carbon Steel as per Standard 7-52-1527 1132 SERVO TYPE TANK GAUGES 1133 Installation/ interconnection of Servo type Gauges with/ without Tank Farm Management (TFM) System components. Installation of Gauge, Isolation ball valve, Calibration chamber on flanged equipment nozzle, with or without still well, Junction boxes with barriers, power switch, all Electrical connections but exclusive of Supply of Instrument, still well and Calibration/ Setting of gauges. 1134 Servo Gauge Installation 1135 RADAR LEVEL INSTRUMENTS 1136 Installation of radar sensor and antenna, flanged type connection on equipment nozzle/ rail mounting with/without still well, but exclusive of supply of instruments. Installation of electronics units (total system for indication, transmission, marshalling etc. for one tank), including mounting on Yoke, supply of angle tray with supports, fabrication and erection of supports and laying of cable up to instrument/probe with clamps, termination of cables at both ends, but exclusive of supply of Instruments, supply of yokes and Calibration. 1137 Installation of Top Mounted Radar 1138 Installation of tank side indicator/electronic unit (total system for indication/ transmission/marshalling etc., as required for one tank) including mounting on yoke/support, fabrication and erection of supports, laying and termination of interconnecting cable up to instrument/ indicator with clamps, termination of cables at both ends, painting of supports but exclusive of supply of instruments, yoke, cables and calibration. 1139 Tank Side Indicator 1140 TEMPERATURE INSTRUMENTS 1141 Installation of Temperature Indicators/ Gauges (Filled system/ Bimetallic) RTD/ Thermocouple/ Temperature Switches/ Temperature transmitters with flanged thermowell inclusive of installation of machined/ built-up thermowells on the nozzle and installation of Instruments, Electrical/ Pneumatic connection but exclusive of Supply of Instruments/ Elements/ Thermowell, and Calibration. 1142 Temperature Indicator/ Gauges (Bimetallic Type) with thermowell on flanged wells 1143 TEMPERATURE TRANSMITTERS (REMOTE MOUNTED) 1144 Thermocouple/ RTD element with thermowell, along with Temperature Transmitter remote mounted. Installation of transmitter including mounting on yoke, fabrication and erection of supports with clamps and laying of extension/RTD cable upto thermocouple, termination of cables at both ends, painting of supports but exclusive of Supply of Instruments, Cable, Yoke and Calibration. 1145 Temperature transmitter and RTD. 1146 Temperature Transmitter and RTD with flanged well 1147 Multipoint temperature transmitter with Thermocouple / RTD 1148 MISCELLANEOUS ITEMS AND DEVICES 1149 Mounting of Miscellaneous instrument items as listed below on Yoke; fabrication and erection of Supports and including installation of instrument items,paintingofsupportsbutexclusiveofSupplyofInstrumentitems, Piping/ Tubing material / Calibration and supply and erection of Yoke support. 1150 ER probe assembly with accessories like flange, valve 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. 1151 Corrosion coupon assembly with accessories like flange, valve 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. 1152 Weather proof Push Button Station/ Selector Switches. 1153 Corrosion Transmitters 1154 CALIBRATION/ TESTING 1155 Cleaning, adjusting stroke/ positioner, stroke speed checking of Control and On-off (Shutdown) valves. Providing equipments, necessary test jig, Instrument Air, Nitrogen Cylinders, test reports, all consumable and loop testing. Excludes flow calibration 1156 Control Valves 1157 Self Actuated Pressure reducing valves 1158 Cleaning, set pressure tests of Pressure Relief and Thermal Relief Valves. Providing equipment, necessary test jig, Instrument Air, Nitrogen Cylinders, test reports, all consumable. Excludes flow calibration. 1159 Sizes upto 3/4 x 1 threaded 1160 Inlet Sizes upto 2 flanged, rating 150# to 2500# 1161 Cleaning, calibration of the instrumentslisted below including removal of instrumentfromreinstalledlocationslikepanels,enclosures,racks,field etc.,andfixingthembackinrespectiveplaces,providingequipments, necessarytestjig,InstrumentAir,NitrogenCylinders,testreports,all consumable, exceptforspecialimportedtestequipments for electronic instruments to be supplied by owner if available. 1162 Pressure gauges 1163 Pressure transmitters 1164 Differential Pressure Gauges 1165 Differential Pressure Transmitters for Flow, Level and D.P. 1166 Temperature gauges 1167 Temperature Transmitters 1168 Tank Level Instrument (Radar type) 1169 Servo Type Tank Gauges 1170 Electronic Local Indicator 1171 Cleaning, checking and functional tests for flowmeters. Providing equipments, necessary test jig, Instrument Air, test reports, all consumable, except for special imported test equipments for electronic instruments to be supplied by owner if available. Excludes flow calibration. 1172 Ultrasonic flowmeters 1173 LOOP CHECKING 1174 Loop checking (excluding calibration/ testing) of the instruments listed below including verifying the functional performance of all elements comprising the loop, thereby ensuring proper interconnections and operation, with all other specifications inline with clause 4.13 of Standard specification for Erection tender 6-52-0060. 1175 Pressure transmitters 1176 Differential Pressure Transmitters for Flow, Level and D.P. 1177 Temperature Transmitters 1178 Special Level Instruments/ Guided Wave / Ecclipse type Radar level instruments 1179 Tank Level Instruments (Radar type) 1180 Electronic Local Indicator 1181 Speed / Vibration Transmitter 1182 Push Button/Selector Switches/Lamps 1183 Control valve positioner 1184 Corrosion Transmitter 1185 Loop checking (excluding calibration/ testing) of the flowmeters listed below including verifying the functional performance of all elements comprising the loop, thereby ensuring proper interconnections and operation, with all other specifications inline with clause 4.13 of Standard specification for Erection tender 6-52-0060. 1186 Ultrasonic flowmeters 1187 SUPPLY ITEMS 1188 Supply of Instrument items as per specifications enclosed elsewhere in the Tender. 1189 24 Orifice plate as per Instrument data sheet no. B861-700-YF-DS-0001. 1190 2/300# Orifice plate & flange assembly as per Instrument data sheet no. B861-700-YF-DS-0001. 1191 3/300# Orifice plate & flange assembly as per Instrument data sheet no. B861-700-YF-DS-0001/B861-851-YF-DS-0001. 1192 4/300# Orifice plate & flange assembly as per Instrument data sheet no. B861-851-YF-DS-0001. 1193 Magnetic Level Gauge as per Instrument data sheet no. B861-701-YL-DS-2900. 1194 Breather valve as per Instrument data sheet no. B861-701-YB-DS-3200. 1195 Retractor Tool for ER probes system & Corrosion coupon system as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1196 Tubular ER Probe system (Tag No. 701-CP-1701) with ER probe assembly, corrosion transmitter (Tag No. 701-CT-1701), 1 working and 1 spare ER probes for each ER probe locations as per data sheet no. B861-701-YI-DS- 3001 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1197 Tubular ER Probe system (Tag No. 701-CP-1801) with ER probe assembly,corrosion transmitter (Tag No. 701-CT-1801), 1 working and 1 spare ER probes for each ER probe locations as per data sheet no. B861-701-YI-DS- 3002 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1198 Tubular ER Probe system (Tag No. 701-CP-1901) with ER probe assembly, corrosion transmitter (Tag No. 701-CT-1901), 1 working and 1 spare ER probes for each ER probe locations as per data sheet no. B861-701-YI-DS- 3003 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1199 Tubular ER Probe system (Tag No. 701-CP-2001) with ER probe assembly, corrosion transmitter (Tag No. 701-CT-2001), 1 working and 1 spare ER probes for each ER probe locations as per data sheet no. B861-701-YI-DS- 3004 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1200 Tubular ER Probe system (Tag No. 701-CP-2101) with ER probe assembly, corrosion transmitter (Tag No. 701-CT-2101), 1 working and 1 spare ER probes for each ER probe locations as per data sheet no. B861-701-YI-DS- 3005 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1201 Corrosion coupon system (Tag No. 701-CC-1701) with Corrosion Coupon Holder Assembly, 25 nos. of coupons for each corrosion coupon location as per data sheet no. B861-701-YI-DS- 3001 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1202 Corrosion coupon system(Tag No. 701-CC-1801) with Corrosion Coupon Holder Assembly, 25 nos. of coupons for each corrosion coupon locationas per data sheet no. B861-701-YI-DS- 3002 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1203 Corrosion coupon system(Tag No. 701-CC-1901) with Corrosion Coupon Holder Assembly, 25 nos. of coupons for each corrosion coupon location as per data sheet no. B861-701-YI-DS- 3003 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1204 Corrosion coupon system(Tag No. 701-CC-2001) with Corrosion Coupon Holder Assembly, 25 nos. of coupons for each corrosion coupon location as per data sheet no. B861-701-YI-DS- 3004 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1205 Corrosion coupon system(Tag No. 701-CC-2101) with Corrosion Coupon Holder Assembly, 25 nos. of coupons for each corrosion coupon location as per data sheet no. B861-701-YI-DS- 3005 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1206 24 V DC loop powered spare corrosion Transmitter. 1207 Type: Non-contact type Radar Level Instrument (Tag No. 700-LT-1601)as per data sheet no.B861-700-YL-DS-2000 , Smart Transmitter with integral display , Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply, Gauge Head: 6 Flanged connection / Top mounted, Flange Material: SS316, Accuracy: +/- 3mm, Output: 4-20 mA HART / 1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1208 Type: Non-contact type Radar Level Instrument (Tag no. 700-LT-1602)as per data sheet no.B861-700-YL-DS-2001 , Smart Transmitter with integral display & local indicator, Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply,Gauge Head: 6 Flanged connection / Top mounted, Flange Material: SS316, Accuracy: +/- 3mm, Output: 4-20 mA HART /1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1209 Type: Non-contact type Radar Level Instrument (Tag No. 701-LT-2201) as per data sheet no.B861-701-YL-DS-2000 , Smart Transmitter with integral display & local indicator, Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply, Gauge Head: 8 Flanged connection / Top mounted, Flange Material: SS316 , Accuracy: +/- 3mm, Output: 4-20 mA HART /1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1210 Type: Non-contact type Radar Level Instrument (Tag No. 701-LT-2203) as per data sheet no.B861-701-YL-DS-2001 , Smart Transmitter with integral display, Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply, Gauge Head: 6 Flanged connection / Top mounted, Flange Material: SS316, Accuracy: +/- 3mm, Output: 4-20 mA HART /1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1211 Type: Non-contact type Radar Level Instrument (Tag No. 701-LT-2204) as per data sheet no.B861-701-YL-DS-2002 , Smart Transmitter with integral display & local indicator, Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply.Gauge Head: 6 Flanged connection / Top mounted , Flange Material: SS316, Accuracy: +/- 3mm, Output: 4-20 mA HART /1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1212 Type: Non-contact type Radar Level Instrument (Tag No. 851-LT-5501) as per data sheet no.B861-851-YL-DS-2000 , Smart Transmitter with integral display , Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply, Gauge Head: 8 Flanged connection / Top mounted, Flange Material: SS316, Accuracy: +/- 3mm, Output: 4-20 mA HART / 1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1213 Type: Non-contact type Radar Level Instrument (Tag No. 851-LT-5502) as per data sheet no.B861-851-YL-DS-2001 , Smart Transmitter with integral display & local indicator, Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply.Gauge Head: 8 Flanged connection / Top mounted, Flange Material: SS316, Accuracy: +/- 3mm, Output: 4-20 mA HART /1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1214 Type: Servo Level Instrument (TagNo. 701-LT-2202) as per data sheet no.B861-701-YL-DS-2003 , Smart Transmitter with integral display , Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply, Gauge Head: 6 Flanged connection / Top mounted, Flange Material: SS316, Accuracy: +/- 3mm, Output: 4-20 mA HART/ 1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1215 Signal cableXLPE insulatedFRLS 2 QUAD X1.5 mm2 as per data sheet no.B861-000-YS-DS-7006. 1216 2/300# Orifice plate & flange assembly as per Instrument data sheet no. B861-700-YF-DS-0002. 1217 Signal cableFR2 QUAD X1.5 mm2 as per data sheet no.B861-000-YS-DS-7009. 1218 Industrial grade 4 1/2 digit digital Multimeter including accessories like battery, connecting pin, carry bag. 1219 Industrial grade digital mA loop calibrator including accessories like battery, connecting pin, carry bag. 1220 Industrial grade Multifunction calibrator with low , high pressure pump including accessories like charger, connecting pin, carry bag. 1221 Universal hand-held HART communicators with accessories including charger, connecting pin, carry bag. 1222 Differential Pressure (Flow) Transmitter-HART as per data sheet no. B861-700-YI-DS-3150 & B861-851-YI-DS-3150. 1223 Differential Pressure (Flow) Transmitter-HART as per data sheet no. B861-700-YI-DS-3151. 1224 Differential Pressure Transmitter-HART as per data sheet no. B861-700-YI-DS-3200. 1225 Differential Pressure (Level) Transmitter-HART as per data sheet no. B861-701-YI-DS-3050. 1226 Pressure Transmitter-HART as per data sheet no. B861-700-YP-DS-3001,B861-700-YP-DS-3002, B861-700-YP-DS-3003 & B861-701-YP-DS-3001. 1227 Pressure Transmitter-HART as per data sheet no. B861-701-YP-DS-3002 & B861-851-YP-DS-3002. 1228 Pressure Transmitter-HART as per data sheet no. B861-701-YP-DS-3003 & B861-851-YP-DS-3001. 1229 Multipoint Temperature Elements - RTD with thermowell as per data sheet no. B861-701-YT-DS-4050. 1230 Temperature Elements - RTD with thermowell as per data sheet no. B861-700-YT-DS-4101, B861-701-YT-DS-4002, B861-851-YT-DS-4001. 1231 Temperature Transmitter-HART as per data sheet no. B861-700-YI-DS-3100, B861-701-YI-DS-3100, B861-701-YI-DS-3101, B861-701-YI-DS-3102 & B861-851-YI-DS-3100. 1232 Temperature Elements - RTD as per data sheet no. B861-701-YT-DS-4001. 1233 Signal cableFR 1PX1.5 mm2 as per data sheet no.B861-000-YS-DS-7008. 1234 Pressure Gauges as per data sheet no. B861-851-YP-DS-1100 & B861-700-YP-DS-1100, B861-701-YP-DS-1100. 1235 Temperature Gauges with thermowell as per data sheet no. B861-851-YT-DS-4100, B861-700-YT-DS-4105, B861-701-YT-DS-4100. 1236 Pressure Gauges as per data sheet no. B861-700-YP-DS-1101, B861-701-YP-DS-1101. 1237 Differential Pressure Gauges as per data sheet no. B861-700-YP-DS-1102, B861-701-YP-DS-1102. 1238 Temperature Gauges with thermowell as per data sheet no. B861-700-YT-DS-4104, B861-701-YT-DS-4101. 1239 Signal cableXLPE insulatedFRLS 12PX1.5 mm2 1240 Signal cableXLPE insulatedFRLS 1PX1.5 mm2 1241 Supply of Junction boxes of various types and specifications 1242 Junction Box, Weatherproof type for 12 Pair Cable 1243 Junction Box, Weatherproof type for 3 Way 1244 Supply of Cable glands ofvarioustypes and specifications 1245 Weatherproof double compression type Cable gland, SS 304 material with PVC shroud, 1/2 NPTM 1246 Weatherproof double compression type Cable gland, SS 304 material with PVC shroud, 1 1/2 NPTM 1247 Weatherproof double compression type Cable gland, SS 304 material with PVC shroud, 3/4 NPTM 1248 Supply of plugs for cable entries of varioustypes and specifications 1249 Plug ,weatherproof type, SS 304 material, 1/2 NPTM 1250 Plug ,weatherproof type, SS 304 material, 1 1/2 NPTM 1251 Plug ,weatherproof type, SS 304 material, 3/4 NPTM 1252 Supply of compression tube fittings in Stainless Steel of various types and specifications 1253 Male Connector: Material: SS-316 : Size: 1/2 NPTM X 1/2 OD 153 Bar 1254 Male Connector: Material: SS-316 : Size: 1/4 NPTM X 1/4 OD 153 Bar 1255 Male Connector: Material: SS-316 : Size: 1/2 NPTM X 1/4 OD 153 Bar 1256 SS 316 Ball Valve 1/2 TH 41 Bar. 1257 Tube Union: Material: SS-316 ; Size: 1/2 OD x 1/2 OD 153 Bar 1258 Tube Cap; Material: SS-316 ; Size : 1/2 OD 153 Bar 1259 6 Way Air Manifold SS316 1260 Supply of instrument tubes of different types and specifications 1261 SS316L tube 1/2 OD 153 Bar 1262 SS316L tube 1/4 OD 153 Bar 1263 Supply of pipe and pipe fittings 1264 SS316 Pipe 1 PL End, SCH. 40S 1265 10% of impulse piping / tubing material subject to minimum 1 number (1 meter for pipe / tube), whichever is higher, of each type, size, rating & material wise (such as valves, fittings, pipes, tubes, compression fittings as listed in the list of items of installation standard no. 7-52-3489, 7-52-3490, 7-52-3491, 7-52-1527, 7-52-1523, 7-52-1524, 7-52-4077, 7-52-4078, 7-52-1192, 7-52-1140, 7-52-1103, 7-52-4079 , 7-52-1101, 7-52-1102, 7-52-1159, 7-52-1188 & 7-52-1163) in the overall SOR quantity as per specification as a Mandatory spare. 1266 SS316 Nipple 1/2 TH x TH, SCH. 80S 1267 SS316 Nipple 1 TH x PL, SCH. 40S 1268 SS316 Nipple 1 PL x PL, SCH. 40S 1269 SS316 Equal Tee 1 SW, 3000# 1270 SS316 Elbow 1” SW, 3000# 1271 SS316 Cap 1/2” TH, 3000# 1272 SS316 Cap 1” TH, 3000# 1273 SS316 Coupling full 1” SW, 3000# 1274 SS316 Globe Valve 1 SW, body rating: 800#, end rating: 3000# 1275 JUNCTION BOX INSTALLATION 1276 Installation of weatherproof junction boxes including supply, fabrication and installation of supports, installation of junction boxes, supply of 14 SWG Copper wire (max. length 10 m per Junction Box), laying and connection, screwing plugs for unused entries and painting but exclusive of supply of junction boxes and glands/ fittings for cable size 12Px0.5/1.0/1.5/2.5 mm² Signal/Alarm/ Control. 1277 Installation of weatherproof three way junction boxes for Power including supply, fabrication and installation of supports, installation of junction boxes, supply of 14 SWG Copper wire (max. length 10 m per Junction Box), laying and connection, screwing plugs for unused entries and painting but exclusive of supply of junction boxes and glands/ fittings for cable size 2C x 2.5 mm² 1278 LAYING OF CABLES 1279 Laying of instrumentation cables for signal, alarm, shutdown, control and signal cable on ducts, main trays, perforated trays, angle trays, trenches (including opening of cable duct covers if requiredthrough IRCs {Instrument Road Crossings}) including clamping, glanding the cables, termination at both ends including shield/ drain/ communication wire, providing and fixing identifying tags and megger testing but exclusive of supply of cables and erection of ducts, main tray, perforated tray/ angle trays and preparation of cable trench. 1280 Signal / Alarm / Control Cables of cable sizes 1P x 1.5 / 2.5 mm² 1281 Signal/ Alarm/ Control Cables of cable sizes 24C /12P x 1.5/ 2.5mm² 1282 Laying of power cables on ducts, main trays, perforated trays, angle trays, trenches (including through IRCs) including opening of cable duct covers if required clamping, glanding the cables, termination at both ends including shield/ drain/ communication wire providing and fixing of identifying tags and megger testing but exclusive of supply of multi cables and erection of ducts, main tray, perforated tray/ angle tray and preparation of cable trench 1283 For cable size 2C x 2.5 mm² 1284 EARTHING 1285 Supply, laying and termination of both ends of earthing cables from earth grid pit to the DCS/ Local panels/ Barrier earth bus bars in trays/ conduits/ trenches as required. 1286 At both ends of earth grid/ Instruments of copper wire (12 AWG) in trays and conduits as required excluding earth-pit preparation and electrode installation. 1287 PIPING / TUBING / FABRICATION WORK 1288 Fabrication and erection of SS Air lines and fittings including supply/ fabrication/ erection of supports, installation of distribution, pneumatic testing and painting of supports but exclusive of supply of pipe and fittings as per standard 1289 For size 1 1290 Laying of Bare/ PVC covered copper tubes/ SS tubes on perforated trays including clamping, termination at both ends, providing identifying tags at both ends and Air testing, but exclusive of supply of copper/SS tubes, fitting and erection of perforated tray/ angle tray 1291 1/2 / 12 mm O.D . (for SS tubes) 1292 Erection of SS Air distribution manifold and fittingsincludingsupply/ fabrication/ erection of supports, pneumatic testing andpaintingofsupportsbutexclusiveofsupplyofSSAir distribution manifold and fittings 1293 Installation of 6-way Air Manifold (1/2) as per Standard 7-52-1905 1294 Tubing Hook-up of Control valves/ Pneumatic Transmitters etc. with air filter regulator / positioner / solenoid valves / Current to Pneumatic converters etc. as per Standards 1295 as per standard 7-52-3982. 1296 RADIOGRAPHY - CARBON STEEL WELD JOINTS 1297 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Pressure Gauges 1298 In Carbon Steel as per Standard 7-52-1103. 1299 In Carbon Steel as per Standard 7-52-4079. 1300 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Differrential Pressure Gauge 1301 In Carbon Steel as per standard 7-52-4077. 1302 In Carbon Steel as per standard 7-52-4078. 1303 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Pressure Instruments installations 1304 In Carbon Steel as per Standard 7-52-1101. 1305 In Carbon Steel as per Standard 7-52-1159. 1306 In Carbon Steel as per Standard 7-52-1188. 1307 In Carbon Steel as per Standard 7-52-1102. 1308 In Carbon Steel as per Standard 7-52-1163. 1309 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Differential Pressure Instruments 1310 In Carbon Steel as per Standard 7-52-1140. 1311 In Carbon Steel as per Standard 7-52-1192. 1312 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Differential Pressure (Flow) Instruments 1313 In Carbon Steel as per Standard 7-52-3489. 1314 In Carbon Steel as per Standard 7-52-3490. 1315 In Carbon Steel as per Standard 7-52-3491. 1316 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Differential Pressure (Level) Instruments 1317 In Carbon Steel as per Standard 7-52-1523. 1318 In Carbon Steel as per Standard7-52-1524. 1319 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Magnetic Level Gauges 1320 In Carbon Steel as per Standard 7-52-1527. 1321 RADIOGRAPHY - CS SPECIAL, ALLOY STEEL, SS 1322 Radiography conforming to the requirements of the Piping Class for all weld joints in Piping of Instrument air supply distribution, In Stainless Steel as per Standard 7-52-1905. 1323 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Pressure Instruments installations 1324 In Stainless Steel as per Standard 7-52-1159. 1325 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Differential Pressure (Flow) Instruments 1326 In Stainless Steel as per Standard 7-52-3490. 1327 Fire protection of instrument cable duct/trays 1328 Supply and erection of fire protection material for instrument cable ducts as per specification enclosed elsewhere with tender 1329 Run of Duct 600mm(W) X 300mm(H) 1330 Supply and erection of fire protection of cable trays as per specification enclosed elsewhere with tender 1331 Run of Tray 100mm (W) X 30mm (H) 1332 Run of Tray 60 mm (W) X 20mm (H) 1333 Run of Tray 150 mm (W) X 75 mm (H) 1334 Run of Tray 300 mm (W) X 75 mm (H) 1335 STRUCTURAL 1336 Supply, Fabrication and erection of Galvanised Iron duct and its supports as per standard. Duct configurations include Duct Equal Tee, Duct Expander Tee, Duct Reducer Tee, Duct Offset Bend, Duct with Reducer, Vertical Plane Tee, Vertical Plane Elbow, Duct Bridge (jumpover), Sleeves. 1337 Run of Duct 1000mm (W) X 400mm (H) 1338 Run of Duct 600mm (W) X 300mm (H) 1339 Run of Duct 800mm (W) X 300mm (H) 1340 Supply and erection of prefabricated FRP perforated trays with covers as per specifications enclosed elsewhere in tenderdocument and its support including tees, bends and elbows 1341 tray of 60 mm (W) X 20 mm (H) 1342 tray of 150 mm (W) X 75 mm (H) 1343 tray of 300 mm (W) X 75 mm (H) 1344 tray of 100 mm (W) X 30 mm (H) 1345 CANOPY FOR INSTRUMENTS AND JUNCTION BOXES 1346 Supply of Prefabricated FRP canopies along with mounting accessories for local instruments, Transmitters, Junction Box etc. for mounting on the stanchion and alignment as per standard 7-52-0105 1347 FRP Canopy (All sides closed) - Field Instruments 1348 FRP Canopy (All Side Closed) - Temperature Transmitter and Loop Powered Indicator 1349 FRP Canopy For Junction Box - Front Side Open 1350 FRP Canopy (All Side Closed) - Guided Wave , Mass Flow Meter 1351 FRP Canopy for RTD / Thermocouple 1352 Erection of Prefabricated FRP canopies for local instruments, Transmitters, Junction Box etc. on the stanchion and alignmentas per standard 7-52-0105 1353 FRP Canopy (All sides closed) - Field Instruments 1354 FRP Canopy (All Side Closed) - Temperature Transmitter and Loop Powered Indicator 1355 FRP Canopy For Junction Box - Front Side Open 1356 FRP Canopy for RTD / Thermocouple 1357 FRP Canopy (All Side Closed) - Radar Level Instruments 1358 GENERAL SITE WORK 1359 Supply of Yoke supports for transmitters/ preamplifiers (wherever applicable) including supply, fabrication and erection of instrument yoke of all types and painting of yoke supports but exclusive of mounting of Instrument on supports. 1360 2 Yoke supports as per standard 7-52-0101 1361 Erection of 2 Yoke supports/ stanchions for Instruments but excluding supply and fabrication of Yoke support. 1362 Erection of2 Yoke supports for instruments excluding supply of Yoke 1363 Supply, fabrication and installation of structural supports with MS channel/angle/plates etc. for supports ofmiscellaneous instruments/cabinets/panels including cutting, welding , bolting, rivetting, groutingincluding supply and installation of installation hardware like anchor bolts/nuts etc., painting of supports including supply of paints as per specification, including all labours and materials and completion of jobs in all aspects as per drawings/directions of Engineer-in-Chargenor paid). 1364 Structural steel ISMC 100 1365 Identification of instrument items wherever required including supply of approved colour of paint/ paints (Fluorescent), painting of tag number (approx 25-50 mm high) on instrument item like transmitter, switches, level gauges, control valves etc. as specified by Engineer-in-Charge. 1366 Identification of instrument items 1367 Supply, Fabrication & Installation of Concrete Pedestal (RCC) for supporting JB/Yoke but exclusive of supply of JB/Yoke as per specifications/drawing attached 1368 Size 500 mm x 500 mm x 600 mm 1369 SITE ACTIVITIES BY MECHANICAL CONTRACTOR 1370 Supply & wrapping of single layer PIR Insulation (Cold conservation type insulation ) with thickness of 50mm for 1/2 impulse lineconsist of insulation blocks fixed with adhesives, joint sealants, protected from moisture/ water ingress by vapour barrier, vapour stop and covered with a weather protection jacket after cleaning the impulse lines of dust, rust, grease in line withJob specification for Insulation of piping & equipment ( B861-000-06-43-IL-S001 ) attached in the tender. The wrapping of the insulation around impulse line shall cover it completely without leaving any gap. Scope of supply & wrapping by Contractor includes all material, tools, tackles & labour etc. to complete the work in all respects. 1371 Supply & wrapping of single layer PIR Insulation (Surface condensation type insulation ) with thickness of 25mm for 1/2 impulse lineconsist of insulation blocks fixed with adhesives, joint sealants, protected from moisture/ water ingress by vapour barrier, vapour stop and covered with a weather protection jacket after cleaning the impulse lines of dust, rust, grease in line withJob specification for Insulation of piping & equipment ( B861-000-06-43-IL-S001 ) attached in the tender. The wrapping of the insulation around impulse line shall cover it completely without leaving any gap. Scope of supply & wrapping by Contractor includes all material, tools, tackles & labour etc. to complete the work in all respects. 1372 Transportation of all types of valves (Including Control Valves, Special Control Valves, Motor Operated Valves, PRDS, Control valves, On-Off/Shutdown valves, Self actuating valves) from Owners storage points to contractors stores/worksite and installation of valvesfor 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. 1373 Inlet Valve size - 12 , Rating - 300# 1374 Inlet Valve size - 1 , Rating - 300# 1375 Inlet Valve size - 1 1/2 , Rating - 300# 1376 Inlet Valve size - 3 , Rating - 300# 1377 Transportation of all types of Safety Valves, Pilot Operated Safety Valves from owners storage point to contractors store/worksite and installation of valves for all ratings including assembly of valves, accessories if any, at alllocations and fixing of gaskets, bolts/nuts wherever required as per drawings, specifications and as per the directions of engineer-in-charge. 1378 Inlet size - 1 , Rating - 150# 1379 Inlet size - 2 , Rating - 150# 1380 Inlet size - 4 , Rating - 150# 1381 Inlet size - 3/4 , Rating - NPT 1382 Impulse line painting (uninsulated) as per painting specification for project 1383 Instrumentation impulse line of size 1/2 for temp. (-)14 to 80 degC 1384 Impulse line painting (insulated) as per EIL painting specification for project. 1385 Impulse line size of 1/2 with material Carbon Steel for temp. (-)45 to 125 degC 1386 ENVIRONMENT 1387 Condensate Water Treatment Plant 1388 CONDENSATE WATER TREATMENT PLANT, WITH COMPLETE ACCESSORIES & AUXILLARIES (As per Document no. B861-000-17-42-SS-1001): The scope of work shall include design, engineering, procurement, fabrication, supply, transport, handling, storage at site, erection, civil, electrical, piping, painting, mechanical and instrumentation works, testing, pre-commissioning, commissioning, trial run and guarantee of condensate water treatment system and handing over of the same to the Owner. 1389 EQUIPMENT - PACKAGE 1390 Design, engineering, procurement of raw materials and bought out components, manufacture, assembly, inspection, testing, painting (both primer and finish coat) , erection, testing &commissioning of following Basket Strainers along with associated equipment/items complete in all respect for efficient & satisfactory operation as per enclosed Scope of Work (Doc no. B861-000-80-42-SOW-3001) & Process data sheets. 1391 BASKET STRAINERS, Tag Nos. 701-STR-1701/1702 1392 BASKET STRAINERS, Tag Nos. 701-STR-1801/1802 1393 BASKET STRAINERS, Tag Nos. 701-STR-1901/1902 1394 BASKET STRAINERS, Tag Nos. 701-STR-2001/2002 1395 BASKET STRAINERS, Tag Nos. 701-STR-2101/2102 1396 Supply and Installation of Wall mounted Split Air Conditioners for Store Officer cabin : Supply of single phase inverter controlled Split Air Conditioner with compatible stabilizer (copper winding) complete with all accessories and fittings, including supply of first fill of refrigerants (non-CFC and eco-friendly), remote control, transportation from vendors works to site, unloading at site, handling, transportation to contractors store and from contractors store to work site, storage at site, assembly at site, installation and other field works including civil-structural works complete in all respect, testing, painting, insulation, commissioning, handing over to client. Split unit shall have wall mounted indoor unit and outside located air cooled condenser (outdoor unit) with insulated refrigerant piping (considering approx 10 m length between indoor and outdoor unit), controls and accessories, electrical and civil works(e.g. civil work related to concealing of refrigerant piping, drain piping to the nearest drain, cabling (considering approx 10 m length between indoor and outdoor unit) of AC units) as required including the structural steel framework, pedestal/bracket to mount the indoor and outdoor units, supports & clamps for refrigerant piping/cables, stabilizer, hold down nuts & bolts, spares for commissioning and start up etc. as per the enclosed Job Specification and other documents referred therein and instruction of engineer-in-charge for each equipment including accessories. 1397 Inverter Type Split Air Conditioner of capacity 1.5 TR having star rating 5 (BEE 5 star rating or equivalent) 1398 EOT CRANE (SAFE AREA APPLICATION) FOR MATERIAL STORE/ WORKSHOP BUILDING :Radio Remote Control(1 Working+ 1 Stand by) Operated-Design, engineering, manufacture, procurement of raw materials and bought out components, supply, fabrication, assembly, shop painting (primer + finish coat), inspection, testing (at manufacturers shop), packing and supply of double girder type EOT Crane including supply of all commissioning spares, special tools and tackles as applicable, mandatory spares, first fill of lubricant, consumables,erection material & documentation, transportation from Vendors works to designated storage site, handling, loading, unloading and storage, complete site works including transportation from storage site to work site, storage & handling at work site, assembly at site, erection installation, testing, touch-up painting, pre commissioning, commissioning, performance guarantee test run including arrangement of test loads, completing thework in all respects and handling over to Client, as per drawing, specifications, scope of work and instructions of engineer in charge and other attachment included in Tender for following EOT Crane.NOTE 1: Span or/and travel length of crane may undergo minor changes of ±0.5 meter during detailed engineering, for which no price & time implication shall be entertained.NOTE 2: Height of lift may undergo minor changes by ±0.5 meter during detailed engineering, for which no price & time implication shall be entertained.NOTE-3: Contractor shall arrange/bring adequate certified test loads during testing at EOT crane location. To and Fro transportation of test loads with cage (including loading, handling, unloading etc.), including taking back of test load after successful performance test from worksite and supply of manpower shall be in scope of Contractor). 1399 1 No. Double Girder E.O.T Crane with Main hook SWL (Safe Working Load) 15 MT , Auxillary hook SWL 3 MT , Span -12.7 m, Long Travel - 30 m , Height of lift - 8 m, M5 duty along with rails, fixtures and other accessories.(Refer Scope of Work , Job Specification & Electrical specifications ) enclosed elsewhere with this tender document). 1400 UNIT RATES FOR E.O.T CRANE FOR ADDITION/DELETION PURPOSE 1401 Unit Rate (ADDITION / DELETION) for ±0.5m in HEIGHT OF LIFT (over & above 0.5 m from specified data) 1402 Unit Rate (ADDITION / DELETION) for ±0.5m in SPAN (over & above 0.5 m from specified data). 1403 Unit Rate (ADDITION / DELETION) for ±0.5m in LONG TRAVEL (over & above 0.5 m from specified data) including rail fixtures. 1404 EQUIPMENT - ROTATING 1405 Handling and transportation of Rotating Equipment & miscellaneous items of equipment package from Owners storage points to work site / contractors 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 / equipmentforNDT, testing, carrying out trial and start-up runs and testing under supervision of manufactures / 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). 1406 Pump Packages (all types) with drivers, auxiliaries and accessories. 1407 All Types of Pumps (Electric Motor Driven) along with driver, auxiliaries and accessories (Single Skid). 1408 Chemical Dosing Packages 1409 Skid mounted chemical dosing packages along with all auxiliaries and accessories. 1410 Procurement of Rotating Equipment Packages by Contractor.Engineering and Procurement of Rotating Equipment, handling and transportation of Rotating Equipment & miscellaneous items of equipment package from Owners storage points to work site / contractors 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 / equipmentforNDT, testing, carrying out trial and start-up runs and testing under supervision of manufactures / 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). 1411 Diesel Engine based Electric Generator Set Packages with auxiliaries and accessories. 1412 Equipment Tag No. 701-DG-001 as per Document No. B861-000-80-42-SOW-3001 1413 EQUIPMENT - STATIC 1414 STORAGE TANKS 1415 PLATE WORK 1416 Plate work for Fixed Roof Tanks (Cone and Dome roof tanks) and covered Floating Roof tanks except Floating Roof:Procurement of all plates as per specifications, transportation to work site, fabrication and erection of shell, bottom (Sketch plates and annular plates including backing strips), cone roof, Dome roof, compression ring/knuckle plate, plate fabricated wind girders, wind girder opening, bearing plates for pipe supports, datum plates, shell manhole- necks, bolting and cover flanges for shell-man-holes, reinforcement pads for shell manholes, nozzle reinforcing pads, roof manhole-necks, bolting and cover flanges for roof manholes, reinforcing pads for Roof manholes, clean-out door assembly (including davit assembly), gusset- support for wind girders, Sump for drain nozzle, pads for all appurtenances and attachments, fabrication and installation of all items as per drawing, conducting tests such as vacuum test, MP/DP test, pneumatic test, oil penetrant examination, Grouting work (including the supply of grouting material, as required for the tanks installed on ring wall foundation) underneath the Annular/ bottom plateas per the specifications attached, tank hydrotest, etc. for shell, bottom and roof as specified, radiography including supply of films, all heat treatment specified in drawings/ specifications/ codes, preparation of drawings as per specifications, standards and relevant codes and getting the same reviewed by Owner/EIL, providing all temporary structures, clamps, wedges, including arrangement of all materials, consumables, labour, equipment, machinery, tools, tackles etc. to complete the work in all respects as per drawings, specifications, standards, codes, scope of work, scope of supply and instructions of Engineer- in-Charge.All bolting, gaskets wherever required as per scope of supply and scope of work shall be supplied and installed by Contractor. Spares 10% bolting (min. 2 nos.) and 200% spare gaskets shall be included in Contractors scope. Any other (Commissioning etc.) spares as mentioned in tender specifications shall be also be included in Contractors scope.Quoted price shall be inclusive of supply of all bolts, nuts, gaskets including spares. 1417 IS 2062 Gr. E250 (A, BR, B0, C) 1418 SA 516 Gr. 60/ 70 1419 STRUCTURAL/PIPES 1420 STRUCTURAL/ PLATE WORK :Supply, fabrication, erection, inspection and testing of steel structure for cone roof/ dome roof supporting structure including curb angle, spiral stairway, cage ladder, handrail, top and intermediate platform, grating for stairway steps and platform, rolling ladder including track for floating roof, anchor chairs,name plates, earthing connections, ladder rungs for ladders in covered roof tanks, wind girder fabricated from rolled section, wind girder bracings/ support, external structural supports, supports for shell extension for foam nozzles in case of floating roof tanks, stiffeners for shell extension plate of stairway, ventilation slots and over flow slots for covered floating roof tank including SS wire mesh, preparation of drawings, getting the same reviewed/ approved by owner/ EIL, arrangement of all materials, consumables, labour, equipment/ machinery, tools and tackles required to complete the work as per drawings, specifications, standards, codes, scope of work, scope of supply and instructions of Engineer- in-Charge. All materials to be supplied by Contractor. 1421 Roof structure as per Standard/Drg. 1422 SA 36 1423 IS 2062 1424 SA 516 Gr.60/70 1425 STILL WELLS/ DIP PIPES :Supply, fabrication, erection, inspection and testing ofstill well for gauge hatch, still well for level transmitter/ level switches, still well for temperature element including flanges on all still wells, dip pipes (process / instrumentation), pipe fittings, drilling of holes in still well/ dip pipes, arrangement of all materials, consumables, labour to complete the work as per drawings, specifications, standards, codes, scope of work, scope of supply and instructions of Engineer- in-Charge. All materials to be supplied by Contractor. 1426 SA 333 GR6 1427 SA 106 Gr. B 1428 STRUCTURAL PIPES (CS GALVANISED):Supply, fabrication, erection, inspection and testing of pipe specification for pipe handrails (CS and galvanised), arrangement of all materials, consumables, labour to complete the work as per drawings, specifications, standards, codes, scope of work, scope of supply and instructions of Engineer- in-Charge. All materials to be supplied by Contractor. 1429 PIPES(CS GALVANIZED) 1430 APPURTENANCES 1431 Supply, fabrication, installation, welding, radiography, heat treatment, inspection and testing as required for the following nozzles (reinforcing pads covered under plate work) pipe, nozzle flanges and blind / companion/matching flanges (including davit/ hinge assembly for Man way) wherever shown on drawings and standards along with gaskets and boltings including supply of mandatory spares, conducting air pressure test for reinforcing pads, preparation of drawings, getting the same reviewed by Owner/EIL, arrangement of all materials, consumables, labour to complete the work as per drawings, specifications , standards, codes, scope of work, scope of supply and instructions of Engineer-in- Charge. All internal bolting shall be SS 304 as a minimum and contractor shall include the same in his scope of supply and shall be included in nozzleassembly quoted price. Spare gaskets ( 2 nos.) and 10% spare bolting (minimum 2 nos.) shall be included in Contractors scope of supply and shall be included in nozzle assembly quoted price. 1432 Roof Nozzle 150 Class WNRF Type 1.5 InchSize SA 350 LF2 Material 1433 Roof Nozzle 150 Class WNRF Type 2 InchSize SA 105 Material 1434 Roof Nozzle 150 Class WNRF Type 8 InchSize SA 105 Material 1435 Shell Nozzle 150 Class WNRF Type 2 InchSize SA 105 Material 1436 Shell Nozzle 150 Class WNRF Type 4 InchSize SA 105 Material 1437 Shell Nozzle 150 Class WNRF Type 6 InchSize SA 105 Material 1438 Roof Nozzle 150 Class WNRF Type 2 InchSize SA 350 LF2 Material 1439 Roof Nozzle 150 Class WNRF Type 3 InchSize SA 350 LF2 Material 1440 Roof Nozzle 300 Class WNRF Type 3 InchSize SA 350 LF2 Material 1441 Roof Nozzle 150 Class WNRF Type 6 InchSize SA 350 LF2 Material 1442 Roof Nozzle 150 Class WNRF Type 8 InchSize SA 350 LF2 Material 1443 Shell Nozzle 150 Class WNRF Type 2 InchSize SA 350 LF2 Material 1444 Shell Nozzle 150 Class WNRF Type 3 InchSize SA 350 LF2 Material 1445 GOOSE NECK VENT WITH WIRE MESH:supply of materials,fabrication, installation,welding, radiography, heat treatment, inspection and testing as required for the (reinforcement pads covered under Plate work) goose neck vent with wire mesh (SS 304 as minimum) for the following vent materials. 1446 Size 2 InchMaterial SA 106 Gr. B 1447 INSTRUMENTS 1448 Transportation of following instruments from Owner/Storage yard/stores and installation of the same in position as per instructions of Engineer-in-Charge/Supplier. (Contractor shall take care so that no damage occurs while handling these instruments). 1449 Pressure Transmitter Instrument 1450 Level Transmitter Instrument 1451 Breather Valve Instrument 1452 Emergency Vent Instrument 1453 Temperature Gauge Instrument 1454 CALIBRATIONCarrying out calibration of tanks including supply of strapping tapes, scaffolding wherever required, arranging the visit of competent authority, all accessories, labour, preparation and submission of calibration charts duly approved by Competent authority etc. and complete the work in all respect as per Codes, specifications, standards and instructions of Engineer-in-Charge 1455 Diameter (Meters) : upto 10 Height (Meters) : upto10 1456 Diameter (Meters) : > 10 to 25 Height (Meters) : > 10 1457 DESIGN, SUPPLY & INSTALLATION OF EMERGENCY VENT (Lumpsum)Design, engineering, manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturers works, packing, delivery, documentation as per the enclosed M/s EIL specification and installation of Emergency Vent etc. to the satisfaction of the Engineer- in Charge. 1458 DESIGN, SUPPLY & INSTALLATION OF BREATHER VALVE (Lumpsum):Design, engineering, manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturers works, packing, delivery, documentation as per the enclosed EIL specification and installation of breather valves etc. to the satisfaction of the Engineer-in-charge. 1459 Gauge Hatch with Cover:Supply & installation of Gauge Hatch with Cover for the tankages mentioned in the data sheets/ drawings/ specifications as per the Specifications & Standards attached with the tender. Arrangement of machinery, tools & tackles, labour etc. to accomplish the installation of the same shall also be in the scope of Contractor. The following Gauge Hatch with cover are required. 1460 Material: CS 1461 PAINTING OF TANKS 1462 PAINTING FOR CARBON STEEL AND LOW ALLOY STEEL TANKS 1463 ExternalSurfaces (except underside of bottom plate): Surfacepreparation to SSPC-SP-10,applicationofprimerandpaint onallexternalsurfacesoftanksincluding insulatedtanks i.e.externalshell,windgirders,appurtenances,rooftops including top sideoffloatingroofofopentanksaswellascovered floatingrooftanks, external roof supporting structure,associatedstructuralsteelworks,ladders,walkways, platforms,handrails,spiralstairway,rollingladderandtrack, internal surface of shell above maximum liquid level exposed to atmosphere for open top or floating roof tanks asper painting system defined below and otherrequirementsasspecifiedinrespectiveEngg.datasheets, stencillingtankno., capacity, name of storedproduct,paintingEmblem aspertheattachedsample,includingsupply of metallicandnon-metallic materials,primerandpaintofapprovedquality,providingscaffolding, labour,equipment,consumables,etc.tocompletetheworkinall respect asperapplicable standard specifications,standardsattached elsewhere in the tender document andinstructionsofEngineer- in-Charge. All materials shall be supplied by Contractor. 1464 Design Temperature Range: (-) 14 °CTo 80 °CPrimer: 1coat of F-9 @ 65-75μ DFT/coat + 1coat of P-6 @ 40μ DFT/ coat Finish Paint: 2 coats of F-6B @ 100μ DFT /coat + 1 coat of F-2 @ 40μ DFT/ coat Remarks: Total DFT in Microns (minimum) = 345-355 1465 ExternalSurfaces (underside of bottom plate): Surfacepreparation to SSPC-SP-10,applicationofprimerandpaint onunderside of bottom plate (soil side) asper painting system defined below and otherrequirementsasspecifiedinrespectiveEngg.datasheets includingsupplyofmetallicandnon-metallic materials,primerandpaintofapprovedquality,labour,equipment,consumables,etc.tocompletetheworkinall respect,asperapplicable standard specifications,standardsattached elsewhere in the tender document andinstructionsofEngineer- in-Charge. All materials shall be supplied by Contractor. 1466 Design Temperature range (-) 14°C to 80°C, Primer : 1 coat of F-9@ 65-75µ DFT/coat,Finish Paint : 3 coats of F-7 @ 100µ DFT /coat. 1467 Design Temperature Range: -29 °CTo 400 °CPrimer: 1 coat of F-16 @125 micron Finish Paint: 1 coat of F-16 @125 micron Remarks: total DFT : 250-300 micron 1468 InternalSurfaces:Surfacepreparation to SSPC-SP-10,applicationofprimerandpaint oninternalsurfaceofbottomplate,shell full height,internal surfacesofcone/dome roof,roofstructure,oil side surfacesofpontoons & deck platesandoil side surfaces of doubledecks,internalladder,structuralsteel, internalsupportandinternalaccessories(exceptheatingcoil)asper painting system defined below and requirementsasgiven in the respective engg.datasheets. Supply of metallic and non-metallic materials, labour, primer andpaint of approved quality, equipment, consumables,etc. to complete the work in allrespect, as per applicable specifications, standardsattached elsewhere in the tender document and instructions of Engineer- in-Charge. All materials shall be supplied by Contractor. 1469 Design Temperature Range: -14 °CTo 60 °CPrimer: 1 Coat of F-6A@100 µ DFT/coat Finish Paint 2 Coats of F-6A@ 100µ DFT/Coat(2x100=200) Remarks: - 1470 Design Temperature Range: - °CTo - °CPrimer: - Finish Paint 3 coats of vinylchloride co- polymer @ 75µ/Coat; (3x75=225) Remarks: - 1471 EQUIPMENT ERECTION 1472 TOUCH-UP PAINT APPLICATION (UNINSULATED EQUIPMENT) FOR CS VESSEL 1473 Application of field primers and finish paint(Supply by Others) on C.S vessels, PHE and other equipment, including rubdown and touch up of shop primer (primer as per applicable specification) wherever required as per attached specification, providing scaffolding for all heights, labour, material, tools and tackles, consumables, supervision etc. to complete the work in all respect as per specifications, drawings, equipment details for painting and direction of Engineer in-Charge for all type of uninsulated equipment. The surface area is as per respective temperature ranges given in applicable specification. Note: Surface preparation, primer and finish paint already carried out by equipment supplier. 1474 EQUIPMENT ERECTION:Transportation of reactors, columns, vessels, silencers, heat exchangers (shell and tube, plate fin, plate) and electric heater etc. from owners 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. 1475 Equipment weighing less than 30 MT but 10 MT and above 1476 TOUCH-UP PAINT APPLICATION (INSULATED EQUIPMENT) FOR CS VESSEL 1477 Application of field primers and finish paint(Supply by Others) on C.S vessels, PHE and other equipment, including rubdown and touch up of shop primer (primer as per applicable specification) wherever required, as per attached specification, providing scaffolding for all heights, labour, materials, tools and tackles, consumables and supervision etc. to complete the work in all respect as per specifications, drawings, equipment details for painting and direction of Engineer in-Charge. The surface area is as per respective temperature ranges given in applicable specification. Note: Surface preparation, primer and finish paint shall be provided by equipment supplier. 1478 EQUIPMENT UNLOADING: Unloading of Equipment from trailer at designated receiving point, Transportation of the same and handling over to owner at designated storage point for the following as per drawings, equipment detail, specifications and instructions of the Engineer-in-Charge. 1479 Equipment weighing less than 50 MT but 30 MT and Above 1480 Equipment weighing less than 30 MT but 10 MT and above 1481 LETTERING AND STENCILING:Surface preparation, supply and application of primer and paint on insulated and uninsulated equipment for lettering, stenciling on vessels, columns, drums, for the purposes of identification (Equipment Name, Equipment Number & Service Description) as per applicable painting specification enclosed elsewhere in the tender document, arranging scaffolding for all heights, labour, materials, tools, tackles, supervision etc. to complete the work as per specifications and instructions of Engineer-in- Charge. 1482 ERECTION OF DRESSED-UP EQUIPMENT:Transportation of columns and vessels from owners storage point to work site, dressing up of the column/vessel by contractor , assembly of parts, subassemblies, erection at all elevations, aligning, verticality checking, grouting, tightening of foundation bolts, welding of washer on anchor chairs,arranging all tools, tackles, machinery, consumables,erection of completely dressed-up equipment, & arranging allinstruments, labour, ancillary, etc to complete the work in all respects as per drawings, equipment detail, specifications and instructions of the Engineer-in-Charge.Dressing up of column(As applicable as per the requirement of the tender): Supply/Application/installation of insulation, installation of ladders and platforms, installation of piping spool and support (wherever applicable), installation of demister, internal gratings, distributor, pipe davit etc on the Column/Vessel, cleaning and flushing by water, draining, drying by compressed air etc to complete the job in all respects as per the requirements of the specifications & standards attached else where in the tender. 1483 Equipment(Dressed-up) weighing less than 50 MT but 30 MT and Above 1484 ERECTION OF BURIED EQUIPMENT : Transportation of vessels from Owners storage point to worksite, repair/ touch up of finish paint, arrangement of all accessories, equipments, labour etc., placing/erection of vessel in trenches/pits including assembly of parts, subassemblies, aligning, verticality checking, grouting, tightening of foundation bolts,arranging all tools, tackles, machinery, consumables etc to complete the work in all respects as per drawings, equipment detail, specifications and instructions of the Engineer-in-Charge. 1485 Equipment weighing less than 30 MT but 10 MT and Above 1486 WELDING & NDT OF CUT NOZZLES / SUMP / BOOT OF BURRIED VESSELS:Assembly of cut nozzles/Sump/Boot(as shown in Respective Engg. Data Sheet), vertically checking, alignment, Welding of cut nozzles , NDT such as 100% radiography ,UT , surface preparation of the weld seam portion, application of primer, painting, arranging all tools and tackles, machinery. Consumables, transportation/handling of equipment, labour etc to complete the work in all respects as per drawings & instruction of Engineer-in charge. 1487 MOC : Carbon Steel ,Nozzle size : 2 1488 MOC : Carbon Steel ,Nozzle size : 3 1489 MOC : Carbon Steel ,Nozzle size : 6 1490 MOC : Carbon Steel ,Nozzle size : 8 1491 MOC : Carbon Steel ,Nozzle size : 20 1492 MOC : Carbon Steel ,Nozzle size : 24 1493 EQUIPMENT INSULATION 1494 COLD INSULATION: Providing cold insulation including supply of all insulating andanciliarymaterial,protectivecovering,consumablesand othernecessarymaterials,testingofthematerialasrequiredincluding transportationofthematerialstoworksites,applyinginsulationon surfacesasspecified,includingallpreparatoryworksthereon,allbinding, tying,lacing,stitchingand/orotherwisesecuring,providingvapour barrier,finishingwithplain/corrugatedsheetcladdingorasspecified, providingbolts,rivets,providing vapour stop etc.arranging necessaryscaffolding,alltoolsand tackles,equipment,apparatusetc.labourandsupervisionandcompleting theworkinallrespectatallheightsasperdrawings,specificationsand instructionsofEngineer-in-Charge. 1495 Shells of vertical vessels, columns, exchangers, reactors, silencers etc.Surface material:CS/AS. Insulation type:Ic (Polyurethane foam). Service: Other than LNG. 1496 Insulation Thickness: 50mm 1497 Shells and heads of horizontal vessels, columns, reactors, exchangers, silencers etc and heads of above mentioned vertical equipments. Surface material: CS/AS. Insulation type:Ic (Polyurethane foam). Service: Other than LNG. 1498 Insulation Thickness: 50mm 1499 STRUCTURAL 1500 EARTH WORK (REFER SPECIFICATION NO. 6-68-0003) 1501 Earthwork excavation in soil 1502 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. 1503 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. 1504 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. 1505 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 4.5m and upto & inclusive of 6.0m 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. 1506 SHORING AND STRUTTING 1507 Providing and installing approved type of SHORING AND 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. 1508 Providing and installing approved type of SHORING AND 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. 1509 Backfilling after execution of work 1510 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. 1511 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. 1512 Transporting & Disposing the SURPLUS EARTH ANDDEBRIS 1513 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). 1514 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 of truck reduced by 30% for voids). 1515 PLAIN & REINFORCED CEMENT CONCRETE: (REFER SPECIFICATION NO. 6-68-0004) 1516 PCC - Non FIM Items 1517 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 CONTRACTOR. 1518 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 CONTRACTOR. 1519 RCC Substrutures - Non FIM Items 1520 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. 1521 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 CONTRACTOR. 1522 RCC Superstructures - Non FIM Items 1523 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. 1524 HYD Bars / MS Bars - Non FIM Items 1525 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 CONTRACTORS SCOPE. 1526 Centering and Shuttering - Non FIM Items 1527 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. 1528 Providing and fixing CENTERING AND 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. 1529 Providing and fixing CENTERING AND SHUTTERING for CURVED SHUTTERING in foundations in all types of Structures such as Chimneys/ Shafts/ Silos/ tunnels/ bunkers/ hoppers/ liquid storage structures/ domes/ ring wall for tanks, 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. 1530 Providing and fixing CENTERING AND SHUTTERING for CURVED SHUTTERING in superstructures in all types of Structures such as Chimneys/Shafts/Silos/ tunnels/bunkers/hoppers /liquid storage structures/ domes 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. 1531 Fixing Re-bars in already cast concrete - Non FIM Items 1532 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 manufacturers recommendations), adjusting and making good any damage done to the structure etc. all complete as specified and directed. SUPPLY OF ALL MATERIAL IN CONTRACTORS SCOPE EXCLUDING REINFORCEMENT BARS. 1533 CONCRETE FOR LIQUID RETAINING/LEAK PROOF STRUCTURES (REFER SPECIFICATION NO.6-68-0005 1534 RCC- Non FIM Items 1535 Providing and laying Leak Proof Reinforced Cement Concrete of GRADE M-30 (minimum Cement content shall be as per EIL Specifications) with 20 mm and down size graded crushed stone aggregates/ gravel at all positions and in any shape and thickness, in SUB-STRUCTURE, leaving pockets, recesses, vibrating, tamping, curing, testing (for leak-proofness) and rendering (if required to give smooth and even surface) in foundations, walls , beams, buttresses, columns, piers, slabs, tunnels, basements, storage bins, reservoirs etc. including cement wash (if no other surface application is specified) but excluding the cost of Reinforcement, Shuttering and specified admixtures, all complete as specified and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR. 1536 Water Proofing Comp. - Non FIM Items 1537 Supplying and mixing of approved brand of integral WATER PROOFING COMPOUND in cement concrete, cement mortar etc. as per manufacturers specifications or 1% by weight of cement (whichever is minimum), to make it leak proof/ water tight etc. all complete as specified and directed. 1538 PVC Water bars - Non FIM Items 1539 Supplying and fixing in position 230mm wide x 5mm thick approved PVC WATER STOPS as per manufacturers specifications in R.C.C. Structures including cutting, fixing, jointing by vulcanising etc. all complete as shown specified and directed. 1540 Separation Layer - NonFIM Item 1541 Supplying and laying separating layer of approved polythylene sheet of mass 1 kg/sqm (minimum) in between base slab and the layer of lean concrete, including cleaning, preparing of surfaces, etc., all complete and as directed by the engineer-in-charge. 1542 STRUCTURAL STEEL WORKSSPEC NO. 6-68-0006 1543 General Steel Works - FIM Items 1544 Transporting from storage yard (or any other location as specified by engineer-in-charge), Storing, Assembling and Erecting in position and testing/ examining, bolted and/ or welded, already Fabricated STRUCTURAL STEEL (of any Grade)at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled/ hollow sections and/or plates/ bent plates in all types of structural frameworks, 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 etc., all complete. ALREADY FABRICATED STRUCTURAL STEEL SHALL (WITH CONNECTION BOLTS) BE PROVIDED TO CONTRACTOR FREE OF COST. SUPPLY OF ALL OTHER MATERIAL IN CONTRACTORS SCOPE. 1545 General Steel Works - Non FIM Items 1546 Supplying, transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E350BR / E350B0 (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, including preparation and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per jOb Specification No. B861-000-06-42-PLS-01 after fabrication etc., all complete. SUPPLY OF ALL MATERIAL IN CONTRACTORS SCOPE. 1547 Painting - Non FIM Items 1548 Supplying and applying FIELD PAINT SYSTEM of approved quality and shade as per Sl. No. 5.2 of Table 5.0 of JOB Specification No. B861-000-06-42-PLS-01 over the coat of shop primer already applied, including storage, surface preparation, degreasing, cleaning, drying, providing necessary arrangement for access, testing etc. including touching up of shop primer coat as per Sl. No. 3.1 of Table 3.0 of JOB Specification No. B861-000-06-42-PLS-01 for steel structures (excluding ladders, spiral stairways & hand rails) at all location & levels, all complete as specified, in OFFISTE (COASTAL) areas as well as UNIT (INLAND & COASTAL) areas. SUPPLY OF ALL MATERIAL IN CONTRACTORS SCOPE. (Unit rate based on Structural steel weight). 1549 Supplying and applying COATING (Post-erection/ Field) of approved quality and shade as per Sl. No. 4.1 of Table 4.0 of JOB Specification No. B861-000-06-42-PLS-01 for painting over the coat of shop primer & galvanization already applied, including storage, surface preparation, degreasing, cleaning, drying, providing necessary arrangement for access, testing etc. including touching up of shop primer coat, for LADDERS, SPIRAL STAIRWAYS & HAND RAILS at all location & levels, all complete as specified. SUPPLY OF ALL MATERIAL IN CONTRACTORS SCOPE. (Unit rate based on weight of steel). 1550 STRUCTURAL STEEL WORKS (TUBULAR/HOLLOW SECTION) (REFER SPECIFICATION NO.6-68-0007) 1551 Yst310 IS 4923 1552 Supplying, 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, sag rods 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, preparation and submission of detailed fabrication drawings, preparing the exposed surfaces for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per Job Specification No. B861-000-06-42-PLS-01. all complete as specified and directed (SUPPLY OF ALL MATERIALS INCLUDING PLATES IN CONTRACTORS SCOPE) 1553 MISCELLANEOUS STEEL WORKS SPECIFICATIONS NO. 6-68-0008 1554 Anchor Bolts - Non FIM Items 1555 Supplying, fabricating, fixing and keeping in position at all levels and locations THREADED ANCHOR BOLTS of all diameters and nomenclature including nuts, washers, anchor plates, pipe sleeves etc. in foundations, columns, pedestals, slabs, beams, walls etc. or any other place as directed including handling & transporting, straightening if required, turning from relevant size M.S. rounds to required diameter, threading, welding, providing necessary templates and auxiliary dummy structures, if any, necessary tying and welding with reinforcement, adjustment of shuttering & reinforcement/any other fixture, greasing exposed metal surfaces, covering bolts and packing the sleeves with jute cloth etc. all complete as specified and directed.(SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). 1556 MS Metal Inserts - Non FIM Items 1557 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 CONTRACTORS SCOPE). 1558 GI Pipe Sleeves - Non FIM Items 1559 Supplying, fabricating and fixing in position G.I. PIPE SLEEVES of all diameters including providing necessary 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 heavy sleeves etc. all complete for all depths and heights as specified and directed. 1560 MS Chequered Plates - Non FIM Items 1561 Supplying, fabricating and erecting in position at all levels and locations bolted, screwed and/or welded M.S. CHEQUERED PLATES of any thickness in walkways, platforms, stair treads, any other place as directed 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, welding, preparation and submission of fabrication drawings and preparing the surfaces for painting and applying shop primer as per EIL Specification No. 6-79-0020 (or Job Specification, wherever applicable) after fabrication etc. all complete as specified and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). 1562 MS Grating Cat. A,B - Non FIM Items 1563 Transporting from storage yard (or any other location as specified by engineer-incharge), Storing, Assembling and Erecting in position and testing/ examining, bolted and/ or welded, already Fabricated Grating for platforms etc., including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening, making the edges smooth, removing the burrs (if required), fixing, tack welding, all complete as specified and directed ALREADY FABRICATED GRATING (WITH CONNECTION BOLTS/CLAMPS) SHALL BE PROVIDED TO CONTRACTOR FREE OF COST. SUPPLY OF ALL OTHER MATERIAL IN CONTRACTORS SCOPE). 1564 Supplying, fabricating and erecting in position at all levels and locations ELECTROFORGED HOT-DIP GALVANISED GRATING (purchased from approved manufacturer by the Contractor) conforming to EIL Standard No. 7-68-0697 (in walkways, platforms, stair treads etc.) including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening if required, making the edges smooth, removing the burrs, fixing with manufacturers supplied Hot-dip galvanised clamps, preparation and submission of fabrication drawings, all complete as specified and directed. SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE. 1565 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. 1566 MS Rungs - Non FIM Items 1567 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 CONTRACTORS SCOPE). 1568 Hand Railing 1000mm - Non FIM Items 1569 Supplying, fabricating and fixing in position at all locations 1000mm high INCLINED HAND RAILING (for staircases) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade M.S. Tubes conforming to IS:1239 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. 4.1 of Table 4.0 of JOB SPEC. B861-000-06-42-PLS-01 preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed). 1570 Supplying, fabricating and fixing in position at all locations 1000mm 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. 4.1 of Table 4.0 of JOB SPEC. B861-000-06-42-PLS-01, preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed). 1571 Transporting from storage yard (or any other location as specified by engineer-incharge), Storing, Assembling and Erecting in position and testing/ examining, bolted and/ or welded, already Fabricated HAND RAILING for platforms etc. including straightening, cutting, bending (if required) welding, bolting, grouting with ordinary grout, all complete as specified and directed. ALREADY FABRICATED HANDRAILING (WITH CONNECTION BOLTS) SHALL BE PROVIDED TO CONTRACTOR FREE OF COST. SUPPLY OF ALL OTHER MATERIAL IN CONTRACTORS SCOPE. (Complete handrail workshall be measured as length of top rail only and not length of each element fixed) 1572 Mechanical Anchor fastners - Non FIM Items 1573 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 manufacturers 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. 1574 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 16mm dia at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturers 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. 1575 Chemical Anchor Fastner 1576 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 usedwith the help of dispenser, of 12mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturers 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. 1577 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 usedwith the help of dispenser, of 16mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturers 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. 1578 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 usedwith the help of dispenser, of 20mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturers 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. 1579 Threaded bolts for equipment fixing-Non FIM 1580 Supplying, fabricating, fixing and keeping in position at all levels and locations THREADED BOLTS of Grade C property class 4.8 as per IS:1363 (part 2) of all diameters and length including nuts, washers for supporting equipment on steel structure as directed including handling & transporting, straightening if required, turning from relevant size M.S. rounds to required diameter, threading etc. (SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). 1581 BRICK MASONRY (REFER SPECIFICATION NO.6-68-0009) 1582 CLASS 5.0at all depths -Non FIM Items 1583 Providing and laying BRICK MASONRY WITH BRICKS OF CLASS 5.0 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. 1584 Providing and laying BRICK MASONRY WITH BRICKS OF CLASS 5.0 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. 1585 HALF BRICK MASONARYwith bricks of CLASS 5.0-Non FIM Items 1586 Providing and laying HALF BRICK MASONRY with bricks of CLASS 5.0 in cement mortar 1:4 (1 Cement : 4 Sand)in any shape, including the cost of materials, labour, scaffolding/staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing openings of any shape & size, raking out the joints, supplying and placing 2 Nos. 6mm dia. M.S. Bars at every fourth course, sealing the gap between masonry and soffit of beam/slab, embedding the fittings and fixtures, curing etc. all complete as per specification. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR. 1587 DEMOLISHING AND DISMANTLING (REFER SPEC NO. 6-68-0012) 1588 Brickwork - Non FIM Items 1589 Demolishing BRICKWORK (taking all necessary safety precautions) for all depths below plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and stacking of serviceable material, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. (Excavation & backfilling shall be paid separately under relevant items). 1590 Demolishing BRICKWORK (taking all necessary safety precautions) for all heights above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and stacking of serviceable material, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. 1591 RCC - Non FIM Items 1592 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 within the plant boundary, all complete as specified and directed. (Excavation & backfilling shall be paid separately under relevant items). 1593 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. 1594 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). 1595 Cutting/ Dismantling RCC work in pavement, slabs, beams, columns, etc upto a depth of 450 mm by using vibration-less spark-free Diamond Saw Cutter of make HILTI (or equivalent) at all depths & heights, in hazardous areas within process units & offsite which are fire prone due to presence of hydrocarbon vapours etc. taking elaborate precautions for dismantling as per fire permit, clearance etc. and work is to be done with extreme caution. The work item includes cost of all necessary accessories, tools & tacklesincluding diamond saw cutter, disposal of RCC Debris upto lead of 100 m& for all lifts (taking all safety precautions) including cutting reinforcement bars, embedded structural steel members, with necessary scaffolding, propping and underpinning etc. for all elevations with all labour and materials, all complete as per drawings, specifications and directions of the Engineer-in-charge. Payment will be made per sq.m.of cross-sectional cut area. Contractor to submit dismantling plan prior to start of dismantling. Dismantling shall be planned in such a way that each cut piece shall weigh not less than 1.6 MT. 1596 Cutting/ Dismantling of RCC block foundations, raft foundations, pile caps, mass concrete, equipment foundations etc. by using vibration-less spark-free Diamond Wire Saw Cutter of make HILTI (or equivalent) at all depths & heights, in hazardous areas within process units & offsite which are fire prone due to presence of hydrocarbon vapours etc. taking elaborate precautions for dismantling as per fire permit, clearance etc. and work is to be done with extreme caution. The work item includes cost of all necessary accessories, tools & tacklesincluding diamond saw cutter , disposal of RCC Debris upto lead of 100 m& for all lifts (taking all safety precautions) including cutting reinforcement bars, embedded structural steel members, with necessary scaffolding, propping and underpinning etc. for all elevations with all labour and materials complete as per drawings, specificationsand directions of the Engineer-in-charge. Payment will be made per sq.m.of cross-sectional cut area. Contractor to submit dismantling plan prior to start of dismantling. Dismantling shall be planned in such a way that each cut piece shall weigh not less than 1.6 MT. 1597 Pockets - Non FIM Items 1598 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. 1599 PCC _ Non FIM Items 1600 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) 1601 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. stacking of all the demolished concrete material at a designated location within the complex limits, all complete as per specifications and directions of Engineer-in-Charge for further processing in mechanical crushers for generating RA/ RCA as per the specifications. (Excavation & backfilling shall be paid separately under relevant items). 1602 Steelwork - Non FIM Items 1603 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. 1604 MISCELLANEOUS ITEMS (REFER SPECIFICATION NO. 6-68-0013) 1605 Anticorrosive - Non FIM Items 1606 Providing and laying 50mm thick ANTI-CORROSIVE LAYER under steel storage tanks with screened dry coarse sand mixed with A90 grade bitumen conforming to IS:73 including mixing in drum, heating to the required temperature, with 3% kerosene if required, tamping, dressing to the required slopes to form hard mass of specified compacted thickness etc. all complete as directed. 1607 Sand Filling - Non FIM Items 1608 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 . 1609 BI-POLAR CONCRETE PENETRATING CORROSION INHIBITING ADMIXTURE 1610 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 manufacturers specification for protection of reinforcement against corrosion. Supply of admixture in Contractors scope. 1611 BONDING FRESH CONCRETE TO OLD CONCRETE BY EPOXY RESIN BONDING SYSTEM (REFER SPECIFICATION NO. 6-68-0056) 1612 Epoxy Resin - non FIM Items 1613 Providing and applying approved EPOXY RESIN (prepared as per manufacturers 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). 1614 FIREPROOFING OF STEEL STRUCTURES (REF SPEC NO 6-68-0033) 1615 Concrete - Non FIM Items 1616 Supply and laying of concrete of grade M30 as per Type-I of EIL Standard Specification 6-68-0033 as fire proofing material with 10 mm and down size graded coarse and fine aggregates including admixture around structural steel members (viz. beams, columns, bracings etc.) all complete; cleaning the steel surfaces, supplying, placing and fixing in position cover plates conforming to IS:2062 and stiffeners for members exceeding 600 mm depth, supply and welding ofMS nuts on angle and box sections and cover blocks for other sections, supplying, placing and fixing in position galvanized expanded metal sheet with mesh size 4.5 mm x 13.5 mm conforming to IS:412 except on angle and box sections, hot dipped galvanized welded wire fabric reinforcement 2 mm dia 50 mm x 50 mm mesh conforming to IS:1566, and tying the reinforcement to the cover blocks with galvanized 16 SWG tying wire, including cutting, straightening, cleaning, bending, vibrating, tamping, curing or providing a layer of approved membrane of curing compound, rendering with cement sand mortar (1:3) wherever required to achieve a smooth and even surface, providing L50x50x6 at corners or as specified in the drawing, applying primer on MS nuts, angles and affected surfaces, supplying and laying of non-bituminous polysulfide or silicon rubber mastic sealant at terminating edges/ metal joints, painting the surfaces with sealer coat of epoxy polyamide as base and finish coats of coating system No.1 of NORSOK Standard M-501, including the cost of all labour, materials, specified tests, shuttering, staging, scaffolding, working platforms, approaches, etc. for all shapes and positions at all heights upto & including 10 m above pavement etc. all complete as per specifications and directions of Engineer-in-Charge. (ALL MATERIALS INCLUDING CEMENT TO BE SUPPLIED BY THE CONTRACTOR). 1617 Vermiculite Concrete for Structural Steel - Non-FIM Items 1618 Supply and laying of vermiculite based lightweight cementitious concrete coating as per Type-II of EIL Standard Specification 6-68-0033 as fire proofing material of required thickness around structural steel members (viz. beams, columns, bracings etc.) for the required fire protection from reaching temperature 538 degree C; cleaning the steel surfaces and applying primer compatible to vermiculite material if required as per manufacturer specifications, supplying, placing and fixing in position cover plates conforming to IS:2062 and stiffeners for members exceeding 600 mm depth, supply and welding ofMS nuts on angle and box sections and cover blocks for other sections, supplying, placing and fixing in position galvanized expanded metal sheet with mesh size 4.5 mm x 13.5 mm conforming to IS:412 except on angle and box sections, hot dipped galvanized welded wire fabric reinforcement 2 mm dia 50 mm x 50 mm mesh conforming to IS:1566, and tying the reinforcement to the cover blocks with galvanized 16 SWG tying wire, including cutting, straightening, cleaning, bending, applying primer on MS nuts and affected surfaces, curing or providing a layer of approved membrane of curing compound, patching of damaged portion wherever required to achieve a smooth and even surface, providing chamfering at corners, supplying and laying of non-bituminous polysulfide or silicon rubber mastic sealant at terminating edges/ metal joints, painting the surfaces with sealer coat of epoxy polyamide as base and finish coats of coating system No.1 of NORSOK Standard M-501, including the cost of all labour, materials, specified tests, shuttering, staging, scaffolding, working platforms, approaches, etc. for all shapes and positions at all heights upto & including 10 m above pavement etc. all complete as per specifications and directions of Engineer-in-Charge. (ALL MATERIALS SHALL BE SUPPLIED BY THE CONTRACTOR). 1619 Supply and laying of vermiculite based lightweight cementitious concrete coating as per Type-II of EIL Standard Specification 6-68-0033 as fire proofing material of required thickness around structural steel members (viz. beams, columns, bracings etc.) for the required fire protection from reaching temperature 538 degree C; cleaning the steel surfaces and applying primer compatible to vermiculite material if required as per manufacturer specifications, supplying, placing and fixing in position cover plates conforming to IS:2062 and stiffeners for members exceeding 600 mm depth, supply and welding ofMS nuts on angle and box sections and cover blocks for other sections, supplying, placing and fixing in position galvanized expanded metal sheet with mesh size 4.5 mm x 13.5 mm conforming to IS:412 except on angle and box sections, hot dipped galvanized welded wire fabric reinforcement 2 mm dia 50 mm x 50 mm mesh conforming to IS:1566, and tying the reinforcement to the cover blocks with galvanized 16 SWG tying wire, including cutting, straightening, cleaning, bending, applying primer on MS nuts and affected surfaces, curing or providing a layer of approved membrane of curing compound, patching of damaged portion wherever required to achieve a smooth and even surface, providing chamfering at corners, supplying and laying of non-bituminous polysulfide or silicon rubber mastic sealant at terminating edges/ metal joints, painting the surfaces with sealer coat of epoxy polyamide as base and finish coats of coating system No.1 of NORSOK Standard M-501, including the cost of all labour, materials, specified tests, shuttering, staging, scaffolding, working platforms, approaches, etc. for all shapes and positions at all heights more than 10 m above pavement etc. all complete as per specifications and directions of Engineer-in-Charge. (ALL MATERIALS SHALL BE SUPPLIED BY THE CONTRACTOR). 1620 Vermiculite Concrete for Equipments - Non-FIM Items 1621 Supply and laying of vermiculite based lightweight cementitious concrete coating as per Type-III of EIL Standard Specification 6-68-0033 as fire proofing material of required thickness on equipment/ vessel skirts, saddles and supports for the required fire protection from reaching temperature 427 degree C; cleaning the steel surfaces and applying primer compatible to vermiculite material if required as per manufacturer specifications, supplying, placing and fixing in position cover plates conforming to IS:2062, hot dipped galvanized welded wire fabric reinforcement of 2 mm dia 50 mm x 50 mm mesh conforming to IS:1566 and tying the reinforcement with the pre welded nuts by galvanized 16 SWG tying wire, including straightening, cutting, bending of the reinforcement, including supplying and welding of additional MS nuts if directed by the Engineer-in-charge, applying primer wherever required, curing or providing a layer of approved membrane of curing compound, patching of damaged portion wherever required to achieve a smooth and even surface, providing chamfering at corners, supplying and laying of non-bituminous polysulfide or silicon rubber mastic sealant at terminating edges/ metal joints, painting the surfaces with sealer coat of epoxy polyamide as base and finish coats of coating system No.1 of NORSOK Standard M-501, including the cost of all labour, materials, specified tests, shuttering, staging, scaffolding, working platforms, approaches, etc. for all shapes and positions. all complete as per specifications and directions of Engineer-in-Charge. (ALL MATERIALS SHALL BE SUPPLIED BY THE CONTRACTOR). 1622 Mechanical works 1623 Supplying, fabricating and erecting in position MS plates as per detailed drawings, conforming to grade A of IS:2062 on top of all RCC pedestals supporting the sliding saddles of equipments, including cutting, straightening where necessary, rounding rounding unfinished edges by grinding, machining the exposed top surface, making necessary bolt holes, providing and laying ready mixed free flow non-shrink grout below the base plate at all levels & locations, machining top surfaces etc. all complete and as shown and directed. 1624 SAFETY (REFER EIL SPECIFICATION) 1625 Safety Structures - Non FIM Items 1626 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 Contractors Scope). 1627 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. 1628 Supply of Safety Personnel 1629 Supply of HSE personnel SAFETY STEWARD over and above the requirement as specified in EIL Standard Specification No. 6-82-0001 at site as per the written instructions of Engineer-in-charge (the rates shall be inclusive of all other payments such as PF, ESI, other benefits payable to the workmen as per the prevalent labour laws). 1630 Supply of HSE personnel SAFETY SUPERVISOR over and above the requirement as specified in EIL Standard Specification No. 6-82-0001 at site as per the written instructions of Engineer-in-charge (the rates shall be inclusive of all other payments such as PF, ESI, other benefits payable to the workmen as per the prevalent labour laws). 1631 Supply of HSE personnel SAFETY OFFICER over and above the requirement as specified in EIL Standard Specification No. 6-82-0001 at site as per the written instructions of Engineer-in-charge (the rates shall be inclusive of all other payments such as PF, ESI, other benefits payable to the workmen as per the prevalent labour laws). 1632 Supply of HSE personnel HOUSE-KEEPING SUPERVISOR over and above the requirement as specified in EIL Standard Specification No. 6-82-0001 at site as per the written instructions of Engineer-in-charge (the rates shall be inclusive of all other payments such as PF, ESI, other benefits payable to the workmen as per the prevalent labour laws). 1633 GENERAL CIVIL 1634 TANK PADS 1635 PVC Liner 1636 Providing and laying of PVC LINER of thickness 30 MIL conforming to IS:15909 below tank pad foundations or any other placeat all heights & depths without any damage during subsequent activities including handling, transportation, unloading, storage, laying in position, jointing & overlapping as per manufacturers recommendations, including supply and providing Asphalt impregnated fiberboards for anchoring, etc., all complete as per drawings, specifications and directions of Engineer-in-charge. (All materials including consumables shall be in contractors scope of supply) 1637 Providing and laying in position 80mm dia. perforated uPVC pipes conforming to IS:9271 wrapped with 125mm thick layer of 40mm down size stone aggregates in Geotextile fabric, Terrum T 700 / equivalent, below tank pad foundations for all heights & depths complete as per drawings, specifications and directions of Engineer-in-Charge. (All materials including consumables shall be in contractors scope of supply) 1638 Providing and installation of uPVC leak detection well arrangement comprising of 80mm dia. uPVC pipe, tee, blind flange & threaded cap conforming to IS:13592 for leak detection purpose below tank pad foundations at all heights & depths including providing proper jointing as per code requirements or manufacturers recommendations for fitting in already installed uPVC pipes etc. all complete as per drawings, specifications & directions of Engineer-in charge. 1639 GENERAL CIVIL 1640 SITE GRADING & ROCK CUTTING FOR SITE GRADING 1641 Earthwork in excavation for general site grading, roads, embankments, etc. for all heights and depths in all types of soils except soft and hard rock, including clearing and stripping of the areas earmarked for excavation, removing shrubs, grass, bushes, vegetables growth and other objectionable materials, trees up to and inclusive of a girth of 30 cms. (girth measured at a height of one meter from ground level) including uprooting of roots, etc. taking spot levels, excavating to required depth, leveling, dressing and consolidating the excavated surface, sorting out the excavated soil into serviceable and unserviceable materials, transporting and stacking serviceable materials to demarcated areas anywhere inside plant boundary limitas per instructions of Engineer-in-Charge and disposal of unserviceable material anywhere inside plant boundary limit. All complete as per drawings, specifications and directions of Engineer-in-Charge. 1642 ROADS & FLEXIBLE PAVEMENT (UPTO WBM/WMM LAYER) 1643 Earthwork in filling with approved available earth for all heights and depths for road embankments, shoulders or any other place as directed to proper levels, slopes, grades and camber with selected earth (having CBR 8%) obtained from approved approved areas for all leads from Complex Limit including excavation of earth at approved areas, clearing and stripping at approved areas (if necessary) loading, unloading, transportation etc., clearing and stripping as per specifications, uprooting of vegetation, roots and disposal of the shrubs, bushes, roots etc., breaking clods, spreading in layers not exceeding 20 cm loose thickness, watering, ramming and compacting with road roller to give at least 97% of laboratory dry density with heavy compaction as perIS:2720 Part-VIII, providing testing apparatus and testing the degree of consolidation, dressing and leveling, etc. complete including disposal of allunserviceable materials if any within the boundary limit for all leads etc. as per drawings, specifications and directions of Engineer-in- Charge. 1644 Supplying and Laying of Wet Mix Macadam (WMM) in BASE COURSE (Section 406 of MORTH Specification of Road & Bridge works) using tough, clean, sound & durable stone aggregates including premixing the material (mixing in Plug Mill/ Pan Type Mixer), including transportation to site, laying & spreading in layers not exceeding 125 mm compacted thickness & rolling with vibratory roller 80-100 KN static weight or equivalent capacity to proper grade, camber & level with all leads & liftsetc. complete as per drawing, specifications (MORTH, EIL) & directions of Engineer-in-Charge. 1645 Supply of forged/ cast fittings 1646 Supplying the following forged fittings and flanges, conforming to piping material specifications of tender documents and delivering the same to Owners stores/workspot etc. all complete as per the directions of Engineer-in- Charge. 1647 Elbow 90 Degree for following Nominal Sizes and Piping Material Class 1648 Dia. 12 InchPipe Class A33A 1649 Dia. 3 InchPipe Class A91A 1650 Elbow 45 Degree for following Nominal Sizes and Piping Material Class 1651 Dia. 6 InchPipe Class A33A 1652 Dia. 8 InchPipe Class A33A 1653 Dia. 12 InchPipe Class A33A 1654 Dia. 3 InchPipe Class A91A 1655 Eccentric Reducer for following Nom. Dia. 1 x Nom. Dia. 2 and Piping Material Class 1656 Nom. Dia. 1 8 InchNom. Dia. 2 6 InchPipe Class A94A 1657 Equal Tees for following Nominal Sizes and Piping Material Class 1658 Dia. 12 InchPipe Class A33A 1659 Dia. 3 InchPipe Class A91A 1660 Flanges, complete with nuts, bolts, gasket etc., for following Nominal Sizes and Piping Material Class 1661 Dia. 3 InchPipe Class A91A 1662 Supplying the following spectacle blind assembly consisting of two number flanges, spectacle blind, nuts, bolts, gasket etc. complete conforming to piping material specifications of tender documents and all complete as per the directions of Engineer-in-charge. For following nominal size and piping material class 1663 Dia. 3 InchPipe Class A91A 1664 MISC. CIVIL AND STRUCTURAL WORKS FOR U/G PIPING AND OTHER CIVIL WORKS 1665 Providing and laying brick masonry with locally available bricks of specified class (Brick of class lower than specifiedshall not be accepted) in cement mortar 1:4 (1 cement : 4 Coarse sand) in one or more brick thickness and in any shape in foundation and plinth for valve pits, drains, circular/square maholes, wing walls, etc. including providing recesses, openings, etc. including curing, finishing the joints flush below ground level and raking out joints in plinth with all labour and material, etc. complete as per drawings, specifications and direction of Engineer-in-Charge.For following Brick Class. 1666 All materials including cement supplied by the Contractor and Following Brick Class 1667 Brick Class 5 1668 Providing 13mm thick average cement plaster in cement mortar 1:3 (1 cement: 3 sand) on brick walls/stone masonry/pitching or on concrete surfaces for manholes, valves pits, culverts, wing walls, etc. including cleaning and preparation of the surface, scaffolding, curing etc. for all depths and heights complete as per drawings specifications and direction of Engineer-in-Charge. 1669 All materials including cement supplied by the Contractor. 1670 MISCELLANEOUS ITEMS 1671 Supply and installation of combined safety shower and eyewash units as per spec. no.6-66-0038, including providing and fixing of necessary foundation bolts in foundations/ pavement etc. complete. Each safety shower shall have proper sign board with florescent letters showing their location, all complete as per specification, drawings and direction of Engineer-in-charge. 1672 Supplying & Laying 60mm thick interlocking Paver Blocks for footpaths and any other place etc. including providing 40 mm thick sand filling below Paver Blocks including compaction of sand layer, filling the joints by dry sand, providing precast kerb stone of PCC M 30 at edges and at every 6.0m across the foot path, including preparation of compacted base/ sub base etc. all complete as per drawing, standard, specificationand directions of Engineer-in-Charge. (All material including cement supplied by contractor, paver blocks shall confirm to category A as per IRC SP63. Colour and shape of paver block shall be as per Owner requirement.). 1673 Modification Works 1674 MODIFICATION AND EXTRA WORKS ( IF ANY ) Cuting,bevelling,fitup,welding of different sizes of CS piping of all thicknesses in shop ,in position, on ground and at all elevations, transportation of pipes,fittings,flanges etc. from owners storage point to work site/workshop,making necessary scaffolding,consumables,machinery,tools,tackles,labour and supervision including attending to repairs for completing the work as per instructions of Engineer -in -charge 1675 Flame cutting CS piping 1676 Beveling CS piping 1677 Fit-up and welding CS piping 1678 Removal and re-installation of fire hydrant 1679 Removal and re-installation of firefighting equipment (Fire Hydrant), including isolation valve and transporting the equipment, valve, flanges from removal point to work spot, and fixing of nuts, bolts, washers, gaskets as needed for fixing the equipment with matching flange etc. complete, including plugging the existing branch with blind flange as per specification, drawings and directions of Engineer-in-charge. (Pipes and fittings shall be supplied by owner as free issue material) 1680 NDT Testing 1681 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 Contractors fault and for additional radiography necessitated due to poor performance of contractors welders shall be done at contractors cost) Note: Unit for radiography quantity is Nos of circumferential weld joints. 1682 FOR JOINTS THK. <= 8MM (FOR CS OTHER THAN CLASS lV OF SPEC FOR NDT REQUIREMENT OF PIPING) 1683 Nominal Dia. 3 Inch 1684 Nominal Dia. 4 Inch 1685 Nominal Dia. 6 Inch 1686 Nominal Dia. 8 Inch 1687 Nominal Dia. 12 Inch 1688 Micrograding 1689 Micrograding of the area as directed to proper level, grade and camber including earthwork in excavation in all types of soils up to a maximum depth of 150mm, removing shrubs, vegetation bushes, grass etc., earth work in filling with select material from available earlier excavated soil and borrow earth (in case the select material from excavated soil is short for filling, filling shall be done with borrow earth, supply & transportation of borrow earth shall be paid separately under relevant item) up to a maximum compacted thickness of 150mm by spreading in layers not exceeding200mm loose thickness, watering, ramming & compacting with road roller or hand roller including hand ramming where road rollers or hand rollers are not accessible to give at least 90% of max. laboratory dry density as per IS:2720 part VII, including transportation, leveling, dressing, disposal of surplus earth, debris, etc. all complete as per specifications, drawings and direction of Engineer-in-charge. (Disposal areas shall be anywhere within the plant complex limit as identified by Engineer-in-Charge.) 1690 Dismantling works 1691 Removal of existing A/G piping 1692 Removal of existing A/G piping of all thickness including cutting, unbolting of flanged joints / cutting of pipe lines wherever required, removing supports, all fittings, flanges etc., cutting of pipes in appropriate lengths for transporting purpose, transporting all material to owners storage point within the complex as designated by Owner including stacking of material and disposing of waste etc. as instructed by Engineer - in - charge. 1693 For C.S. A/G Pipe of following nominal dia. 1694 Nominal Dia 8 Inch 1695 Nominal Dia 4 Inch 1696 Nominal Dia 6 Inch 1697 Nominal Dia 12 Inch 1698 Removal of existing U/G piping 1699 Removal of existing U/G piping including excavation in all types of soils except soft rock and hard rock, including supply of any additional material required so as to expose the pipes for removal / dismantling, taking all safety precautions, supporting existing U/G services, dewatering of surface / sub-surface water as required to facilitate dismantling of pipes, cutting of pipes in appropriate lengths for transporting purpose, removal of soft material from bottom of trench and compacting, backfilling with available selected earth including re-excavating the deposited soil excavated earlier, breaking clods, laying in thickness not exceeding 15cms, watering rolling and ramming by manual methods / mechanical Compactors to achieve 90% laboratory maximum dry density as per IS:2720 Part VII or 85% relative density as per IS:2720 part XIV as applicable, stacking of serviceable / unserviceable material, transporting and stacking of all piping material to Owners storage point, disposal of unserviceable material anywhere inside the complex etc. , all complete as per directions of Engineer-in-Charge. 1700 For CS Piping dismantling, Thickness <=10 mm , For following Nominal Sizes 1701 NB 2 inch - 6 inch 1702 NB 8 inch - 14 inch 1703 Portable/ trolley mounted Extinguishers 1704 Supply and installation of portable DCP ( Dry Chemical Powder Type) extinguisher including transporting to worksite, fixing in position including all accessories and all labor and material etc. complete as per drawings, specification and directions of Engineer-in-Charge. 1705 Capacity in Kg 10 1706 Supply and installation of portable CO2 extinguishers including transporting to worksite, fixing in position including all accessories and all labor and material etc. complete as per drawings, specification, data sheet and directions of Engineer-in-Charge. 1707 Capacity in Kg 4.5 1708 Capacity in Kg 2 1709 Painting of A/G pipes and valves 1710 Supply of paints and primers, preparation of surfaces and application of primer and finish paints, identification (Line numbering), lettering, colour bands, colour coding etc. as specified including rubdown and touch up of shop primer wherever required, providing scaffolding for all heights, labour, material, tools and tackles, consumables supervision etc. to complete the work in all respects as per painting specification, drawings and direction of Engineer-in-Charge for all types of un insulated piping and insulated piping as specified including all pipes, fittings, flanges, supports, valves etc. Surface preparation by blast cleaning and application of first coat of primer (inorganic zinc silicate, F9) shall be done in fabrication yard prior to erection. The identification marks of the piping and joints shall be noted before blasting and the same shall be transferred on primed surface with Polyurethane paint (F2) or as per the instructions of Engineer-in-Charge. Notes: 1. All joints (fabrication as well as erection joints) shall be left unpainted till hydro testing. 2. No extra payment shall be made for identification (line numbering etc.) of insulated and uninsulated lines. 1711 Painting of uninsulated surfaces for Industrial marine environment as per painting specification for CS piping for design temp group: -14 to 80 (Deg C) including surface preparation. For following pipe sizes 1712 Nominal Dia. 12 Inch 1713 Nominal Dia. 4 Inch 1714 Nominal Dia. 3 Inch 1715 Nominal Dia. 6 Inch 1716 Nominal Dia. 8 Inch 1717 Painting of uninsulated surfaces for Industrial marine environment as per painting specification for CS piping for design temp group: -14 to 80 (Deg C) including surface preparation. For following valve sizes 1718 Dia. Of Valve 12 Inch 1719 Dia. Of Valve 4 Inch 1720 Dia. Of Valve 6 Inch 1721 Dia. Of Valve 3 Inch 1722 Dia. Of Valve 8 Inch 1723 Fabrication and Erection of piping (underground) 1724 FABRICATION AND ERECTION OF PIPING (SPEC. NO.6-65-0030 and 6-44-0012) : Laying and joining of Carbon Steel pipes and specials underground including transportation of all material from Owners storage point to worksite, earthwork in excavation in all types of soilEXCLUDING SOFT ROCK AND HARD ROCK for pipe trenches, saddles, etc. including dewatering of rain and /or sub soil water, shoring & strutting if required, dressing of sides, levelining, grading & ramming of bottom of trench, cutting of pipes if required, fitup, edge preparation, providing corrosion protection tape coating as per specification, on pipes and specials, 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 and fittings like elbows, reducers, tees, flanges, spectacle blinds and spacer blinds etc., as per piping material specification, fixing of nuts, bolts, gaskets and washers, welding, corrosion protection coating of field joints, cutting of road wherever required and making good the same, testing for the corrosion protection coating as per specification, cleaning and flushing by water/ compressed air, hydrostatic/ pnuematic testing of the system, flushing, 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 15 cm compacted thickness, watering, compacting with mechanical means like vibro rammers etc. to 90% of dry density as per IS:2720 Part-VII, 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 pipe to owners storage point (Pipes and fittings shall be supplied by owner as free issuematerial.) (Depth of excavation for pipe trench shall be upto 3.0m) 1725 Carbon SteelPiping (Non IBR), Thickness <=10 mm 1726 Fabrication, For the following nominal sizes 1727 NB 2 inch - 6 inch 1728 NB 8 inch - 14 inch 1729 Erection including corrosion protection coating, for Water System (Pressure Piping), Forfollowing Nominal Sizes 1730 NB 2 inch - 6 inch 1731 NB 8 inch - 14 inch 1732 Erection including corrosion protection coating, for Waste Water Collection System (Gravity Flow), for following Nominal Sizes 1733 NB 2 inch - 6 inch 1734 Fabrication and Erection of piping (Above ground) 1735 PIPING (ABOVE GROUND): Transportation of all piping items from owners storage point to work site/workshop, fabrication including cutting, edge preparation (including grinding the edges of pipe, 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 of all type and thickness over pipe sleepers, overhead on racks and at all elevations, connectingwith equipment nozzles, strainers, orifice assemblies, tapping for pressure gauges etc., fixing of gaskets, bolts, nuts including application of torque wherever required and all other inline instruments and fitting like elbows, reducers, tees, vents, drains, SW valves upto 1.5 NB, 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 completing all such works in all respects (including preparation of isometrics as mentioned in the scope of work for the job)as per drawings, specifications and instruction of Engineer-in-charge. (Pipes and fittings shall be supplied by owner as free issue material) 1736 Carbon SteelPiping (Non IBR), Thickness <=10 mm 1737 Fabrication, For the following nominal sizes 1738 NB 2 inch - 6 inch 1739 NB 8 inch -14 inch 1740 Erection , for Water System (Pressure Piping), Forfollowing Nominal Sizes 1741 NB 2 inch - 6 inch 1742 NB 8 inch -14 inch 1743 Supply of Carbon steel pipes 1744 Supply of Carbon steel pipes as per Piping material class including transportation of all material to owners store complete as per drawings, specifications and instruction of Engineer-in-Charge. For following nominal size and piping material class. 1745 Nominal Dia. 12 InchPiping Material Class A33A 1746 Nominal Dia. 4 InchPiping Material Class A33A 1747 Nominal Dia. 8 InchPiping Material Class A33A 1748 Nominal Dia. 6 InchPiping Material Class A33A 1749 Nominal Dia. 3 InchPiping Material Class A91A 1750 Supply and installation of valve assembly, flange assembly etc. 1751 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. 1752 Gate valve assembly for following nominal sizes and piping material class 1753 Dia. 12 InchPMS A33A 1754 Dia. 8 InchPMS A33A 1755 Dia. 6 InchPMS A33A 1756 Dia. 3 InchPMS A91A 1757 Supply and installation of valve assembly consisting of valve, 1 no. flange, 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. 1758 Dia. 4 InchPMS A33A 1759 Dia. 6 InchPMS A33A 1760 Globe valve assembly for following nominal sizes and piping material class 1761 Dia. 3 InchPMS A91A 1762 Supplying the flange assembly conforming to piping material specifications and delivering the same to owners stores/ work spot etc. Flange assembly shall consist of 2 no. flanges along with one no. matching gasket and one set of matching nuts &, bolts. All complete as per specifications and directions of Engineer-in-Charge. For following nominal size and piping material class 1763 Dia. 3 InchPMS A91A 1764 Supply, Fabrication and installation of strainers 1765 Supply, Fabrication and installation of strainers as per drawingsetc. complete as per specifications and directions of Engineer-in-Charge. 1766 T-type strainers for following nominal size and piping material class 1767 Dia. 3 InchPMS A91A 1768 fire fighting equipments 1769 Supply, installation, testing and commissioning of following firefighting equipment as per relevant specifications, data sheet, drawing, including transporting the equipment to worksite, fixing of nuts, bolts, washers, gaskets, welding needed for fixing the equipment with matching flange etc. all complete as per drawings, specifications, standards, data sheet and direction of Engineer-in-Charge. 1770 Double headed landing valve 1771 First Aid hose reel wall mounted type 1772 Hose box cabinet Type-II (Wall mounted type) including all inside accessories, including all civil works, fixing in position with anchor bolts in foundations or wall 1773 Hose box cabinet Type-II (self-supporting type) including all inside accessories, including all civil works, fixing in position with anchor bolts in foundations or wall 1774 Variable flow Water cum foam monitor of 500/750/1000 GPM capacity 1775 Stand Post Type Fire Hydrant without Pumper Connection 1776 Miscellaneous Items 1777 Miscellaneous 1778 Design, engineering, procurement, supply of all materials and equipment, machinery, civil, structural, electrical, mechanical, instrumentation, piping works including painting works, tape coating on U/G piping, commissioning spares and tools/tackles as per scope of work, specifications, drawings, data sheets etc. and as per directions of Engineer-in-Charge for Auto Actuated High Velocity Spray System on Transformers including taking approval of the complete system from agency appointed by insurance company /Client. Unloading at site, handling, transportation from store to work site, storage at site, fabrication, construction, assembly at site, supply of all labour, installation, field works including civil structural, electrical, mechanical, instrumentation, piping works and supports, testing, pre-commissioning, painting, commissioning and any other activity required to complete the works in all respects including performance guarantee run, handing over to client as per enclosed scope of work, drawings, specifications, instructions to vendors, data sheets and as per directions of Engineer in- Charge. Supply of mandatory spares as per specifications enclosed list/instructions to vendor as per scope of work and specification, drawings and documents as per attached vendor data requirement for all supplies and services etc. complete.

BRR : 7276865 Tender For Supply Of All Materials, Labour For Construction Of Oht, Cwr, Ph, Sq, Bw, Distribution System, Rm, Tw With Scada Automation As Per Specifications In Tender Document Complete In All Respect Hardoi Npp Reorganization Wss Under Amrut 2.0, Supply of all materials, labour, T&P etc. for Construction of Over Head Tanks, CWR, Pump house, Staff Quarter, Boundary wall, gate, Site development, Supply of all materials for laying & jointing of rising main, distribution system including all labour and T&P etc. complete in all respects and construction of tubewells including PLC SCADA automation of all tubewells as per specifications in tender document complete in all respect including commissioning, testing, trial & run, defect liabilities and handing over the complete works to Hardoi Nagar Palika Prishad Reorganization water supply scheme on turn-key basis Under AMRUT 2.0 Programme Sl. No. Item Description 1 A - Civil works :-Structural design and drawing must be vetted by any IIT (Indian Institute of Technology) of India, Supply of all materials, labour, T&P etc required for construction of Intz type RCC over head tank including various works like - Ventilator and Water level indicator, Lightening conductor, D.I. D/F Verticle pipes (Inlet Pipe, Outlet Pipe, Overflow Pipe & Washout Pipe), over flow pipe connect with distribution main with NRV of required dia with all necessary fittings such as sluice valve, NRV and their chamber as per design and specification and place decided by engineer in charge, duck foot bend, puddle collers and bell mouths, Sluice valve on inlet, outlet & washout pipe and sluice salve chamber, bye-pass arrangement of OHT, flooring, apran & drain (100 mm thick PCC of1:1.5:3& 100 mm thick RCC of 1:1:2 ), floor two coat apex weather coat (Asian, Berger etc.) painting over one coat primer of approved colour over wall putty two coat (Birla, JK, Asian, Berger etc.) after finishing of RCC surface with grinder, repair of pin holes, unevenness., railings- 20 mm G.I. pipe class - B railing around stair case (both sides), balcony & top dome periphery in three rows with MS angle iron post 50x50x6 in one metre distance, M.S ladder from opening of top dome to bottom dome 65x65x6 with 20 mm steel round bar, Stair case (Seperate two column based RCC staircase upto top dome and 1 m wide balcony with arrangement of M.S Gate and MS square mesh), Food grade epoxy coating of FOSROC / Ciba-Geigy or reputated brand on inside surface area of water container after testing for water tightness, of capacity and staging mentioned as under:For bidding purpose, bearing capacity of soil shall be considered as 8t/sq.m. Working design shall be based on the SBC determind after soil investigation / 8 tonne/sqm including required earthfilling for maintainingFGL as per level of nearest road cost of earth required for filling not to be paid extra.Note :- The bid price of over head tanks is to be submitted considering net safe allowable bearing capacity as 8 t/m2, keeping the minimum foundation depth to be 2.5 m below existing ground level at the site of work, layout as ground level of over head tank consider from 50 cm above than near of road surface to be finalized by the engineer in charge including, campus cleaning, removal of debries, bush cutting and disposal within municipal limt and filling ogf earth if required as per direction of Engineer in charge.The successful bidder will be required to investigate the soil bearing capacity. If net safe allowable bearing capacity is found to be equivalent or more than 8 t/m2, the design of OHT will be based on 8 t/m2 capacity. However, in case the net safe allowable bearing capacity is found to be below 8 t/m2, then the design of OHT will be based on the actual bearing capacity. 2 Over Head Tank - 1400 KL / 24 M Staging at Zone VI 3 Over Head Tank - 1100 KL / 24 M Staging at Zone IX 4 Structural Design, supply of all material, labour, T&P etc. required for construction of Ractangular, R.C.C Clear Water Reservoir cum pump house to accomadate 3 no of pumping plants and other appurtenant work etc as per IS 3370-1965 (Part I to IV) or its latest amendments. Structural design and drawing must be vetted by any IIT (Indian Institute of Technology) of India. The design will be based on all relevant technical specification asgiven herewith in bid document. A separate room of not less than 3.00x3.00m in size should be provided by the side of the pump house for record keeping.Provision for fixing ofinlet pipe equivalent to no of TWs to be connected to CWRand over flow pipe of required dia with all necessary fittings such as sluice valve, NRVand their chamber as per design and specification and place decided by engineer in charge. The floor of pump house and top of CWR and the room provided at the side of pump house should be 25mm KOTA stone flooring. The size of CWR pump house should be such that all the motor pump starters O.C.B. cables, water level indicator all piping arrangement, reflex valve sluice valve etcmay be accommodated in the pump house.Architectural view and GA drawing of pump house shall be approved by department before execution of work.The pump house will be constructed with all appurtenant work such as fixing of door window grill shutter and collapsible door if required suitable gantry beam with rail electronic water level indicator as given in detail specification including necessary glazed door, Two coat apex weather coat (Asian, Berger etc.) painting over one coat primer of approved colour over wall putty two coat (Birla, JK, Asian, Berger etc.) 1 m wide RCC stair case with stainless steel hand railing to go inside reservoir, sump below the pump house area, Railing - 20 mm G.I. Pipe class - B in three rows with MS angle iron post 50x50x6 in one metre distance over the R.C.C slab of reservoir, Granular texture finish on exterior surface of pump house, gantry beam, food grade epoxy coating of FOSROC / Ciba-Geigy or reputated brand on inside surface area of water container after testing for water tightness, of capacity mentioned as under:Note : The bid prices of Clear Water Reservoir / Pumping Stations are to be submitted considering the depth of excavation may extend up to 6 m BGL, layout as ground level of over head tank consider from 50 cm above than near of road surface to be finalized by the engineer in charge. 5 Clear Water Reservoir - 500 KL at Zone VI 6 Demolishing of existing OHT in Zone VIDemolishing of existing over head tank capacity 2000 KL/ 18 M Staging by manually / mechanical process with proper barricating and necessary safety arrangements including stacking of serviceable materials i.e. pipes, steel, sluice valve etc. at a suitable & secured place with own expense of contractor and disposal of unserviceable materials/ scraps within distance of 8 km distance in municipal limit as per direction of engineer in charge including supply of all machinery, T&P, labour etc. required for proper completion of the work. 7 Design of distribution network and supply of following dia of high density polyethelene Pipes (HDPE(PN-6)/PE-100), conforming to IS 4984 / 14151 / 12786 / 13488 in coils/ standard lengths with nesessary jointing material like electro-fusion coupler, flanged joint, including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading & stacking the same in covered shade duly protecting from sunrays & rains including crossing of upto 1.00 m vide nala/drain etc. with Carting, lowering, laying and requisite specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge.It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work.The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Jointing between HDPE pipes and specials shall be done as per the latest IS: 7634 part II. Only Bar coded electro-fusion machine (automatically readable) that can read the bar code of the fittings automatically shall be used for jointing of HDPE pipe/fittings. Note: 1. Contractor will ensure to supply of 10 No. set of electrofusion jointing machine including cutting & peeling tool andother misc. equipments.2. Contractor will provide 04 No. set of hydro testing machine of 20 kg/cm² capacity including 02 Nos. tractor with water tanker will also be part of this set.3. Contractor will provide minimum 06 tractor trolley for disposal of surplus earth.4. Contractor will provide 04 No. of tractor with water tanker for sprinkling of water on trenches and 5 No. Anti Smoke Gun to protect the dust particals entering in the atmosphere which may be cause of increase of AQI of construction area. 8 HDPE Pipe 90 mm dia 9 HDPE Pipe 110 mm dia 10 HDPE Pipe 140 mm dia 11 HDPE Pipe 160 mm dia 12 Design of distribution network and supply of following dia of ISI marked S & S centrifugally cast (Spun) ductile iron pipes (Class K-7) as per IS : 8329-2000 suitable for push on jointing by compatible rubber gasket including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, stacking,including crossing of upto 1.00 m vide nala/drain etc. Carting, lowering, laying and jointing with SBR ruber gasketsD.I. K-7 pipes of following dia & pressure including all specials, to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge. It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS- 12820. 13 DI Pipe (Class K-7) 200 mm dia 14 DI Pipe (Class K-7) 250 mm dia 15 DI Pipe (Class K-7) 300 mm dia 16 Risingmain :-Supply of following dia of ISI marked S & SCentrifugally Cast (Spun) Ductile Iron pipes (Class K-9) as per IS : 8329-2000 suitable for Push on jointing by compatible rubber gasket including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, stacking,including crossing of upto 1.00 m vide nala/drain etc. Carting, lowering, laying and jointing with SBR ruber gasketsD.I. K-9 pipes of following dia & pressure including all specials, to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge. It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS- 12820. 17 DI Pipe (Class K-9) 200 mm dia 18 DI Pipe (Class K-9) 250 mm dia 19 Earth work in excavation for pipeline trenches in all type of soil with including lift upto 1.5 m and lead upto 50M, refilling the soil as required, including depositing in layers not exceeding 150mm, watering and compaction to 95% of the Standard Proctor density, level dressing, including supply of all labour, T&P etc. required for proper completion of the work. Including disposal of surplus earth up to 8 Km as instucted by engineer in charge. 20 Supply of following sizes of DI D/F sluice valve/scour valvewith cap. Class-10 (working pressure 10kg/sqcm) confirming to IS:14846:2000 at Site of work, carting, lowering in already prepared trenches and fixing them in position, making flange joints including supply of all materials such as bolts, nuts, rubber insertion, white lead, testing etc. complete including all other necessary fitting and specials as per direction of Engineer in charge. 21 80 mm dia 22 100 mm dia 23 125 mm dia 24 150 mm dia 25 200 mm dia 26 250 mm dia 27 Scoure valve 28 80 mm dia 29 Supply of following size Kinetic Double Air Valves as per IS : 14845 at site of work, carting, fixing in position including boring and threading in the main etc.complete including cost of boring the water main clamp with socket, G.I. medium duty, nipple and subsequent back filling etc complete. 30 25 mm 31 Supply of 80 mm dia size flanged type fire hydrant site of works of 80mm dia size flanged fire hydrant to site of work, fixing them in position for flanged joints s instucted by engineer in charge. 32 Supply of all materials, labour, T&P etc. and construction of following chambers as per departmental type drawing and designincluding supply & fixing of RCC cover etc. complete including all other necessary fitting as per direction of Engineer in charge. 33 Surface box type 34 Masonry type 35 For air valve 36 For fire Hydrants 37 Construction of RCC thrusht block in 1:1.5:3 with cement, coarse sand and 20 mm guage stone gtit at bends of pipe including supply of all materials, labour, T&P etc. required for proper completion of work 38 Mild steel TMT.Fe-500D in plain work such as reinforced concrete or reinforced brick work (for construction of RCC thrusht block) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and othorised overlapping shall be measured upto floor two level. 39 Dismantling of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 8km. and also including temporary reinstatement/motorable of road by old materials. 40 B.O.E. road 41 Bituminous road 42 C.C. road 43 Interlocking road 44 Permanent re-instatement of following type of road surfaces after laying of pipe line including supply of all materials, labour, T&P etc. required for completion of work. It also includes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning of surface for proper completion of the work as per directions of engineer-in-charge. 45 Brick on edge with bricks (60 % New & 40% Old) laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, spreading a layer of 10 cm depth of local sand over the subgrade and including supply of all materials, labour, T&P etc. required for proper complete of the work. 46 Brick on edge with bricks (100 % New) laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, spreading a layer of 10 cm depth of local sand over the subgrade and including supply of all materials, labour, T&P etc. required for proper complete of the work. 47 Re-instatement of bitumen road as per specification including supply of all materials, labour, T&P etc. required for proper completion of work. To achive the required quality of work, graded material in appropriate quantity shall be supplied by the contractor. This material shall be used in filling of trenches onlyafter succesfully testing of material with relevent IS code. Sample collection of GSB material, BM and SDBC will be done asrequired by engineer incharge. 48 Re-instatement of bitumen road as per specification including supply of all materials, labour, T&P etc. required for proper completion of work. To achive the required quality of work, graded material in appropriate quantity shall be supplied by the contractor. This material shall be used in filling of trenches onlyafter succesfully testing of material with relevent IS code. Sample collection of GSB material, BM and SDBC will be done asrequired by engineer incharge. (PWD Road) 49 Surface layer painting in Bituminous road including supply of all materials, labour, T&P etc. required for proper complete of the workas per directions of engineer-in-charge. 50 Providing and laying design mix cement concrete 100 mm thick of M-20 grade, in roads, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, mixing with weigh batcher, laying at site, spreading and mechanically compacting by using needle and surface vibrators, levelling to required slope / camber, finishing with required texture over 100 mm thick base of GSB. 51 Providing and laying of 80 mm thick M-30 grade C.C. rubber moulded (60% new and 40% old tiles) interlocking paver tiles over 30 mm thick fine sand bed and also including earth wotk in excavation in proper slope & camber including all materials, labour, T&P required for proper completion of work. 52 Providing and laying of 80 mm thick M-30 grade C.C. rubber moulded (100% new tiles) interlocking paver tiles over 30 mm thick fine sand bed and also including earth wotk in excavation in proper slope & camber including all materials, labour, T&P required for proper completion of work. 53 Provision for crossing of nala, road, culvert including supply of casing with MS / DI pipe and specials, laying, jointing etc., T&P and arrangement of diversion of water, baricatings etc required, with dismantelling of drains and reconstruction of same as per type design of the existing drain, complete as per direction / approval of Engineer in charge.up to 1.00 M 54 Crossing of Culvert/ nala upto 3.5M width using casing of pipes restoring than drain original condition for laying pipe line including supply and materials labour, T&P etc. complete 55 Crossing of Culvert/ nala from 3.5M to 7.0M width using casing of pipes restoring than drain original condition for laying pipe line including supply and materials labour, T&P etc. complete 56 Crossing of Road upto 3.5M for laying pipe line including supply and materials labour, T&P etc. complete. 57 Crossing of Road from 3.5M to 7.0 M for laying pipe line including supply and materials labour, T&P etc. complete 58 Trenchless Crossing :- Survey site Investigation Planningdesign Drawings as per State Road manual and vetting / checked from State Road Divisional Office and taking NOC for trenchless crossing of National highway road and Railway track(crossing length 15m to 25m ) Road for of required dia Rising main pipe with casing pipe as required for proper completion of work required size of MS casing pipe as per drawing and as per (IS:3589 & made from confining to IS:2062) with 750 Micron PU coating internally and 250 micron anti corrosive bituminous paint externally by trenchless technology method at an average depth 3.60 mtr from normal ground level up to top of casing pipe including excavation & filling of Pit Dewatering arrangement Supporting system for soil also including supply and fixing of 2 no Sluice valve ISI Mark construction of sluice valve chamber etc. all complete work including supply & fixing specials in carrier pipe over main pipe as per specification given in the bid documents including supply of all materials labour T&P etc. for proper completion of work as per instruction of Engineer (charges include for all type of NOC/Approval providing by concern department) 59 National Highway road crossing (upto 350 mm dia) 60 Railway line crossing (upto 350 mm dia) 61 Making interconnection in 90 to 500 mm dia AC/ P.V.C./ HDPE/DI pipes including supply, carting of specials, lowering them into tranches, cutting, fixing them in proper alignment and jointing including balling out of water, necessary excavation for connection and proper barricading including supply of all machinery, T&P, labour etc. required for proper completion of the work as per directions of engineer-in-charge. 62 400 mm to 400 mm 63 400 mm to 160 mm 64 400 mm to 90 mm 65 350 mm to 250 mm 66 350 mm to 160 mm 67 350 mm to 90 mm 68 300 mm to 90 mm 69 250 mm to 200 mm 70 250 mm to 90 mm 71 200 mm to 140 mm 72 200 mm to 90 mm 73 140 mm to 90 mm 74 110 mm to 90 mm 75 90 mm to 90 mm 76 Construction of drinking water house connection with distribution mains (HDPE, AC, DI, PVC) including dismantling in all type of road, supply and carting of material (20 mm HDPE pipe PE-80/PN-16 from trench to outer wall/boundary wall, 15 mm GI pipe class-B average length 3 m, 15 mm GI elbow includingHDPE electrofusion shaddle for HDPE pipe and DI strap saddle for DI pipe shall be used.1 No. brass tap shall be fixed inside the house of consumer as per IS 8931 and 8934, All 20 mm GI union, 20 mm, 1 No. 15 mm brass ferrule and other GI fitting and specialsshall be according to IS 12183 & IS2065. , FTA & MTA and other compression fittings of 100% pure virgin (Georgefisher, kimplas) shall be provided. HDPE shaddle shall be fixed with electrofusion method.All fitting of water supply house connections shall be fixed them into trenches, fixing them in proper alignment and jointing and making hols in walls for crossing the GI pipe, fixing of GI pipe with minimum 3 hooks & repairing of hold after connection, necessary excavation for connection with temporary reinstatement of all type of road including supply of all machinery, T&P, labour etc. required for proper completion of the work as per directions of engineer-in-charge. For New pipe Line 77 For 90 mm to 110 mm dia 78 For 140 mm to 160 mm dia 79 For 200 mm to 250 mm dia 80 For 250 mm to 300 mm dia 81 For 350 mm to 500 mm dia 82 For Existing pipe Line 83 For 90 mm to 110 mm dia 84 For 140 mm to 160 mm dia 85 For 200 mm to 250 mm dia 86 For 250 mm to 300 mm dia 87 For 350 mm to 500 mm dia 88 Permanent re-instatement of following type of road surfaces after laying of pipe line (for New & Existing house connection work) including supply of all materials, labour, T&P etc. required for completion of work. It also includes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning of surface for proper completion of the work as per directions of engineer-in-charge. 89 Brick on edge with bricks (60 % New & 40% Old) laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, spreading a layer of 10 cm depth of local sand over the subgrade and including supply of all materials, labour, T&P etc. required for proper complete of the work. 90 Re-instatement of bitumen road as per specification including supply of all materials, labour, T&P etc. required for proper completion of work. To achive the required quality of work, graded material in appropriate quantity shall be supplied by the contractor. This material shall be used in filling of trenches onlyafter succesfully testing of material with relevent IS code. Sample collection of GSB material, BM and SDBC will be done asrequired by engineer incharge. 91 Providing and laying design mix cement concrete 100 mm thick of M-20 grade, in roads, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, mixing with weigh batcher, laying at site, spreading and mechanically compacting by using needle and surface vibrators, levelling to required slope / camber, finishing with required texture over 100 mm thick base of GSB. 92 Providing and laying of 80 mm thick M-30 grade C.C. rubber moulded (60% new and 40% old tiles) interlocking paver tiles over 30 mm thick fine sand bed and also including earth wotk in excavation in proper slope & camber including all materials, labour, T&P required for proper completion of work. 93 Repairing of leakages in existing pipe (HDPE, AC, DI, PVC) line including dismantling in all types of road, excavation of trench, bailing out of water repairing the joint, backfilling of earth and Permanent reinstatement of all types road in pipes of different dia including supply of all material, specials, machinery, T&P, labour etc. required for proper completion of the work as per directions of engineer-in-charge. 94 For 90 mm to 200 mm dia 95 For 250 mm to 500 mm dia 96 Supply and fixing of end cap (HDPE, AC, DI, PVC) & fixing of Sluice valve for dividing into separate zone including excavation of pit, bailing out of water, fixing the end cap and then again refilling the earth in the pit including supply of all materials, specials, machinery, T&P, labour etc. required for proper completion of the work as per directions of engineer-in-charge. 97 For 90 mm to 200 mm dia 98 For 250 mm to 500 mm dia 99 CONSTRUCTION OF PUMP HOUSE CUM CHLORONOME 4 Nos.Supply of all material T&P etc. required for construction of Pump House 04 Nos. as per typical drawing and design of department. The structural design of pump house shall be submitted by the contractor on the basis of safe bearing capacity of soil. The plinth level of Pump House shall be 60cm above from finished GL of the campus. The following criteria shall be taken in consideration for structural design of Pump House including campus cleaning, removal of debries, bush cutting and disposal within municipal limt and filling ogf earth if required as per direction of engineer in charge.Note - Plinth should be made above 60 cm above from nearest highest service / link road.Excavation of earth for foundation in ordinary soil (loam, clay or sand) including lift upto 1.5M and lead upto 50M including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches and plinth, disposal of surplus earth upto a distance to 50M from the center of the foundation trenches. 100 Concrete with cement, coarse sand and 40 mm nominal size approved stone ballast in proportion of 1:4:8 in foundations and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 101 Ist class brick work in 1:6 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 102 40 mm thick D.P.C. in cement concrete consisting of 1:2:4 cement, coarse sand and graded stone aggregate 12.5 mm nominal size(10-12.5 mm) and including water proofing(ISI Mark) compound in the proportion including supply of all materials, labour, T&P etc. required for proper completion of the work. 103 12 mm thick plaster in 1:4 cement and coarse sand mortar for plinth shall be done on both side of brick work inner side 15 cm below plinth and outside 15 cm below GL. 104 First Class brick work in 1:4 cement and coarse sand mortar in super structure including necessary cutting and moulding of bricks as required and also including supply of all materials, labour, T&P etc. required for proper completion of the work(thickness of wall not be less than one brick). 105 Supply and fixing of M.S. angle iron 40x40x5mm door chaukhat including supply and fixing of four hinges with one coat of red oxidised primer. 106 1.20 x 2.10 M1.00 x 2.10 M 107 Supply and fixing of the Z-section M.S. window with grill as per departmental type drawing including supply and fitting of handle, locking arrangement etc. with one coat of red oxidised primer. 108 Supply and fixing of cement jali 45x30 cm at 15 cm above floor level in the chloronome for proper ventilation. 109 Mild steel or iron in plain work such as reinforced concrete or reinforced brick work wrought to required shape as necessary including supply of all steel and its bending and binding with binding wire necessary over lapping as required etc. complete. 110 R.C.C. work (with use of C.C. mixer) in proportion of 1:1.5:3 cement, coarse sand and 20mm nominal size (10mm-1 part & 20 mm - 2 part) stone grit with proper finishing including supply of all materials, labour, T&P and Kachcha plaster on wooden plank shuttering or ply shuttering excluding cost of steel but including binding the same with 24 B.W.G. binding wire. 111 Lintels 112 Beam 113 Sun shades & Slab 114 Cement concrete with cement, coarse sand & 20 mm nominal size(10-20 mm) stone grit in proportion 1:2:4 including supply of all materials, labour, T&P etc., required for proper completion of the work, in bed block of girder, hold fast and girder fixing and in flooring of bypass chamber, window sills etc. 115 Supply and fixing in position rolled steel joist ISMB of 200mm x 100mm size and 3.40M long including supply of all labour, T&P etc. required for proper completion of the work. 116 150 mm thick local sand filling under floor including supply of local sand, filling, watering and ramming etc. completefor proper completion of the work. 117 40mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20 mm nominal size(10-20 mm) stone grit laid in panel and finished with 3mm floating coat of neat cementincluding / over 75mm thick base concrete consisting of cement, coarse sand and stone ballast 40mm nominal size(20-40 mm) in proportion of 1:4:8 and removing all over lapping of mortar at the joints of the panels if any and giving them uniform finishing including supply of all materials, labour, T&P etc. required for proper completion of the work 118 12mm thick plaster above plinth in 1:6 cement and Banda(Ken)/ Hamirpur(Betva) sand over brick work, minimum thickness not to be less than 10mm including supply of all materials, labour, T&P etc. required for proper completion of the work. 119 6 mm thick plaster on ceiling, sunshades and projected slab of R.C.C. work in 1:4 cement and Banda/Hamirpur fine sand F.M. not less than 1.25 mm including supply of all materials, labour, T&P etc. complete for proper completion of the work. 120 20 mm thick plaster in dado or skirting with cement mortar in proportion of 1:2 cement and coarse sand with finishing of 3 mm thick floating coat of neat cement including supply of all materials, labour, T&P etc. required for completion of the work. 121 20mm wide drip course with cement mortar in proportion of 1:3 with cement and Banda/Hamirpur coarse sand. 122 Providing 45 cm wide and 25mm thick cc apron of 1:2:4 cement, coarse sand and 10-20mm stone gritover 75mm thick base concrete in 1:4:8 cement, coarse sand and 40mm nominal size(20mm-2 part & 40 mm-6 part) stone ballast with finishing of 3 mm thick floating coat of neat cement also including supply of all materials,labour,T&P etc. complete. 123 Construction of 100mm wide cc drain as per departmental drawing in proportion of 1:2:4 cement, coarse sand and 20 mm nominal(10 mm - 1 part & 20 mm - 3 part) stone grit over 100 mm base concrete in proportion of 1:4:8 cement, coarse sand and 40mm nominal(20 mm - 2 part & 40 mm - 6 part) stone ballast with finishing of 3 mm thick floating coat of neat cement also including supply of all materials,labour,T&P etc. complete. 124 Brick Coba :- (a)Providing & laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 Kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the R.C.C. slab including adjointing walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5( 1 cement:5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5(1 cement:5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of juctions of walls and slabs (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortarof mix 1:4(1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm squared 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operation to be done in order and as directed and specified by the Engineer-in-charge: With average thickness of 120 mm and minimum thickness at khurra as 65 mm 125 The outer surface of wall finish with two coat of weather coat- All Guard, Apex-Ultima (premium acrylic smooth exterior paint with silicon additive) with one coat of priming coat of exterior primer over smooth base of white cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 126 The inner finish should be two coat of oil bound distemper Ist quality such as Bison distemper, tractor distemper with one coat of priming coat over smooth base of cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 127 Supply and fixing of ISI marked waterproof flush door shutters of required size of 35 mm thick including heavy size steel fitting e.g. tower bolt, sliding bolt, handle etc., lab our, T&P etc.complete. 128 Supply and fixing of 4 mm thick glass panes in panel of Z-section window shutters including supply of M.S. clip and I.S.I. mark putty etc. as required for proper completion of the work. 129 Supply and fixing of rain water pipe P.V.C. 110mm 6 Kg/Cm2(2 Nos.) with bend and clamp etc. all complete. 130 Painting or varnishing of new iron work in small areas or new wood work with one coat of priming and two coats of synthetic enamel paint or varnish including supply of all materials, labour, T&P etc. required for proper completion of the work. 131 Provide 3mm thick floating coat of neat cement over the previously made plaster on by pass chamber & over plinth plaster etc. 132 Providing 15cm long 25 mm dia P.V.C. Pipe with cutting at ends and fixing the same with cement and coarse sand mortar in sunshades. 133 Supply and fixing 3 mm thick glass strips in floor and aprons panels in 1:3 cement and coarse sand mortar. 134 25x3mm 135 40x3mm 136 Disposal of waste water of by pass chamber through P.V.C. Pipe 160mm dia including supply of pipe, excavation & laying, T&P etc. complete. 137 Supply and fixing of 900 V-notch 4mm thick M.S plate with sharp edged and scale etc.complete as per direction of engineer incharge. 138 BUILDING WORK :-Excavation of earth for foundation in ordinary soil (loam, clay or sand) including lift upto 1.5M and lead upto 50M including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches and plinth, disposal of surplus earth upto a distance to 50M from the center of the foundation trenches. 139 Concrete with cement, coarse sand and 40 mm nominal size (20 mm-2 part & 40 mm - 6 part) approved stone ballast in proportion of 1:4:8 in foundations including supply of all materials, labour, T&P etc. required for proper completion of the work. 140 Ist class brick work in 1:6 cement &coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 141 40 mm thick D.P.C. in cement concrete consisting of 1:2:4 cement, coarse sand and graded stone aggregate 12.5 mm nominal size(10-12.5 mm) and including water proofing(ISI Mark) compound in the proportion as specified by the manufacturer including supply of all materials, labour, T&P etc. required for proper completion of the work. 142 12 mm thick plaster in 1:4 cement and coarse sand mortar for plinth shall be done on both side of brick work inner side 15 cm below plinth and outside 15 cm below GL. 143 First Class brick work in 1:4 cement and coarse sand mortar in super structure including necessary cutting and moulding of bricks as required and also including supply of all materials, labour, T&P etc. required for proper completion of the work (thickness of wall not be less than one brick). 144 Supply and fixing of M.S. angle iron 40x40x5mm door chaukhat including supply and fixing of four hinges with one coat of red oxidised primer. 145 Supply and fix hold fast in doors and windows chaukhats 25cmx50mmx6mm flat iron including their cutting,moulding, welding to requirwed shape also including other materials such as nails and screws etc required in all aspect to complete the work. 146 Supply and fixing of the Z-section M.S. window with grill as per departmental type drawing including supply and fitting of handle, locking arrangement etc. with one coat of red oxidised primer. 147 Mild steel or iron in plain work such as reinforced concrete or reinforced brick work wrought to required shape as necessary including supply of all steel and its bending and binding with binding wire necessary over lapping as required etc. complete. 148 R.C.C. work (with use of C.C. mixer) in proportion of 1:1.5:3 cement, coarse sand and 20mm nominal size (10mm-1 part & 20 mm - 2 part) stone grit with proper finishing including supply of all materials, labour, T&P and Kachcha plaster on wooden plank shuttering or ply shuttering excluding cost of steel but including binding the same with 24 B.W.G. binding wire. 149 Footing 150 Column 151 Plinth Beam 152 Lintels 153 Sun-shades & Slab 154 Stairs 155 Sand filling under floor including supply of local sand, filling, watering and ramming etc. completefor proper completion of the work. 156 25 mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20 mm nominal size(10-20 mm) stone grit laid in panel and finished with 3mm floating coat of neat cementincluding 75mm thick base concrete consisting of cement, coarse sand and stone ballast 40mm nominal size(20-40 mm) in proportion of 1:4:8 and removing all over lapping of mortar at the joints of the panels if any and giving them uniform finishing including fixing of glass strip at desired intervals, supply of all materials, labour, T&P etc. required for proper completion of the work 157 40 mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20 mm nominal size(10-20 mm) stone grit laid in panel and finished with 3mm floating coat of neat cementincluding 75mm thick base concrete consisting of cement, coarse sand and first class brick ballast 40mm nominal size (20-40 mm) in proportion of 1:4:8 and removing all over lapping of mortar at the joints of the panels if any and giving them uniform finishing including fixing of glass strip at desired intervals, supply of all materials, labour, T&P etc. required for proper completion of the work. 158 Supply and fixing of ISI marked water proof flush door shutters of 40 mm thickincluding all labour, T&P etc. complete but excluding painting and including ISI marked oxidized iron fitting e.g. tower bolt, sliding bolt, handle etc. complete as per direction. 159 Supply and fixing of oxidized iron fittings of approved make for doors and window. 160 12mm thick plaster above plinth with cement, mortar in proportion of 1:6 cement and Banda(Ken)/ Hamirpur(Betva) sand over brick work, minimum thickness not to be less than 10mm including supply of all materials, labour, T&P etc. required for proper completion of the work. 161 20 mm thick plaster in dado or skirting with cement mortar in proportion of 1:2 cement and coarse sand with finishing 3 mm thick floating coat of neat cement including supply of all materials, labour, T&P etc. required for completion of the work. 162 Brick Coba :- (a)Providing & laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 Kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the R.C.C. slab including adjointing walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5( 1 cement:5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5(1 cement:5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of juctions of walls and slabs (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortarof mix 1:4(1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm squared 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operation to be done in order and as directed and specified by the Engineer-in-charge: With average thickness of 120 mm and minimum thickness at khurra as 65 mm 163 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 164 Providing and fixing 1st quality vetrified floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting / dados (height 150 mm) over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 165 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 166 200x300 mm ceramic tiles over base with 12 mm thick 1:3 cement and coarse sand mortar in kitchen upto 60 cm high above platform, W.C. wall - 120 cm high and bathroom wall 1.80 m high including supply of all materials, labour, T&P etc. required for proper completion of the work. 167 Kitchen platform 18 mm thick polished kota stone over 12 mm thick 1:3 cement and coarse sand mortar including supply of all materials, labour, T&P etc. required for proper completion of work. 168 W.C. and bathroom floor 300x300 mm Antiskid/mattfinished ceramic tiles over 20 mm thick 1:4 cement & coarse sand mortar including supply of all material, labour, T&P etc. required for proper completion of the work. 169 Providing 45 cm wide and 25mm thick P.C.C apron in 1:2:4 cement, coarse sand and 10-20mm stone gritover 75mm thick base concrete in 1:4:8 cement, coarse sand and 20 to 40mm gauge stone ballast with finishing coat of neat cement including fixing of glass strips at desired intervals including supply of all materials,labour,T&P etc. complete. 170 Supply and fixing 3 mm thick glass strips in floor and aprons panels in 1:3 cement and coarse sand mortar. 171 25x3mm 172 40x3mm 173 The outer surface of wall finish with two coat of weather coat-All Guard, Apex-Ultima (premium acrylic smooth exterior paint with silicon additive) with one coat of priming coat of exterior primer over smooth base of white cement based wall putty such asBirla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 174 The inner finish should be two coat of oil bound distemper Ist quality such as Bison distemper, tractor distemper with one coat of priming coat over smooth base of cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 175 Supply and fixing of 4 mm thick glass panes in panel of Z-section window shutters including supply of M.S. clip and I.S.I. mark putty etc. as required for proper completion of the work. 176 Construction of 100mm dia semi circular C.C. drain as per departmental drawing in proportion of 1:2:4 cement, coarse sand and 20 mm nominal(10 mm - 1 part & 20 mm - 3 part) stone grit over 100 mm base concrete in proportion of 1:4:8 cement, coarse sand and 40mm nominal(20 mm - 2 part & 40 mm - 6 part) stone ballast with finishing of 3 mm thick floating coat of neat cement also including supply of all materials, labour, T&P etc. complete. 177 Painting and varnishing over new iron work or new wooden work with one coat of primer and two coats of approved paints or varnish including supply of all materials, labour, T&P etc. required for proper completion of work. 178 Supply and fixing of 100 mm dia PVC pipe rain water down pipe with clamp 179 Water supply & sanitary fittings Water supply & sanitary fittings Orissa Pan 580 mm with low level P.V.C. cistern (ISI marked) one W.H.B. 450x300 mm size stainless steel kitchen sink without drain board, one stainless steel soap tray with W.H.B. including glazed tiles in 600 m height one looking mirror with W.H.B., 500 litre P.V.C. storage tank etc. and also as per direction of Engineer-in-charge.Electrical provisionAll wiring, Fan hook in room & verandah, aquaguard or water purifier point in kitchen, power point in kitchen & bed room, computer and T.V./cable point in room, 16 Am point at a suitable place as per direction, exhaust point in kitchen, copper wiring in conduit, C.F.L. in all places of bulbs etc., 08 Nos. Flood light for campus lightning and also as per direction of Engineer-in-charge. Internal electrificaton, water supply and sanitary fittings including supply of all materials, labour, T&P etc. Complete. 180 Construction of septic tank and soak pit including all type of earth/soil excavation with supply of all machinery, T&P, labour etc. required for proper completion of the work as per directions of engineer-in-charge (for Staff Quarter only) 181 Construction of septic tank :- Septic tank shall be of first class brick work in 1:4 cement mortar the foundation and floor shall be of 1:3:6 cement concrete. Inside of septic tank shall be finished with 12 mm cement plaster and floor shall be finished with 20 mm cement plaster with 1:3 mortar mixed with standard water proofing compound. Upper and lower portion of soak-pit shalk be of second class brick work in 1:6 cement mortar and middle portion shall be of dray brickwork. Roof covering slabs and baffle wall shal be of precast R.C.C. The length of the connecting pipe from latrine seat including all type of earth/soil excavation with supply of all machinery, T&P, labour etc. required for proper completion of the work as per directions of engineer-in-charge. 182 Providing and laying design mix cement concrete 100 mm thick of M-20 grade, in roads, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, mixing with weigh batcher, laying at site, spreading and mechanically compacting by using needle and surface vibrators, levelling to required slope / camber, finishing with required texture over 100 mm thick base of GSB. 183 Supply & Laying of 80 mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern inter locking tiles over 30 mm thick fine sand bed over 150mm thick GSB and also including earth wotk in excavation in proper slope & camber, brick work for side alignment including all materials, labour, T&P required for proper completion of work as per direction of Engineer in charge. 184 Horticulture, plantation, Land scaping, beautification, internal path way at water works compound including supply of all material, labour T&P etc. as per approval and direction of engineer in charge 185 Development work :-Construction of boundary wall, Gate with piller, site development, approach road (Zone 6 and 9) & repairing of boundary wall Gate with piller, site development, approach road (Zone 1, 2, 3, 4, 5, 7 and 8)campus cleaning, removal of debries, bush cutting and disposal within municipal limt and filling ogf earth if required as per direction of engineer in charge.Note - Plinth should be made above 60 cm from nearest highest service / link road.Excavation of earth for foundation in ordinary soil (loam, clay or sand) including lift upto 1.5M and lead upto 50 M including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches and plinth, disposal of surplus earth upto a distance to 50M from the center of the foundation trenches. 186 Concrete with cement, coarse sand and 40 mm nominal size (20 mm-2 part & 40 mm - 6 part) approved stone ballast in proportion of 1:4:8 in foundations including supply of all materials, labour, T&P etc. required for proper completion of the work. 187 Ist class brick work in 1:6 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 188 20 mm thick D.P.C. in cement concrete consisting of 1:2:4 cement, coarse sand and graded stone aggregate 12.5 mm nominal size(10-12.5 mm) and including water proofing(ISI Mark) compound in the proportion as specified by the manufacturer including supply of all materials, labour, T&P etc. required for proper completion of the work. 189 12 mm thick plaster in 1:4 with cement and coarse sand mortar for plinth shall be done on both side of brick work upto 15 cm below GL. 190 First Class brick work in 1:4 cement and coarse sand mortar in super structure including necessary cutting and moulding of bricks as required and also including supply of all materials, labour, T&P etc. required for proper completion of the work(thickness of wall not be less than one brick). 191 C.C. coping on boundry wall & RCC Piller in 1:2:4 cement, coarse sand and stone grit (10-12.5 mm) including supply of all material, cost of centering, shuttering with extra labour, T&P etc. complete required for proper completion of work. 192 12mm thick plaster with cement mortar in proportion of 1:6 consisting of cement and Banda(Ken)/Hamirpur(Betava) sand over brick work including supply of all materials, labour, T&P etc. required for proper completion of the work. 193 Making groves 15 mm wide on wall plaster as per drawing including supply of all materials, labour, T&P etc. required for proper completion of the work. 194 Supply and fixing of barbed iron wire fencing to post in four rows including supply of all materials, labour, T&P etc. required for proper completion of the work as per direction of engineer in charge. 195 M.S. angle iron (50x50x6 mm) for barbed wire fencing and 2 meter distance including supply of all materials, labour, T&P etc. required for proper completion of the work as per direction of engineer in charge. 196 Concrete with cement, coarse sand and 20 mm approved stone ballast in proportion of 4:2:1 in including supply of all materials, labour, T&P etc. required for fixing M.S. Iron angle proper completion of the work. 197 Raised pointing with cement mortar 1:4 consisting or cement and local sand on brick work including supply of all materials, labour, T&P etc. required for proper completion of the work. 198 White washing in three coats including supply of all materials labour, T&P etc required for proper completion of work. 199 The outer surface of wall finish with two coat of weather coat-All Guard, Apex-Ultima(Premium Acrylic Smooth Exterior Paint with Silicon Additive) with one coat of priming coat of exterior primer over smooth base of white cement based wall putty such asBirla, J.K. wall Putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 200 Supply and fixing of M.S. gate with RCC piler as per departmental design & drawing with ncessary hold fast, bush and ball bearing, sliding bolt and locking arrangement, painting etc. including supply of all material, labour, T&P etc. required for proper completion of the work for Water works campus (3.60 M wide main gate) 201 Supply and fixing of M.S. gate with RCC piler as per departmental design & drawing with ncessary hold fast, bush and ball bearing, sliding bolt and locking arrangement, painting etc. including supply of all material, labour, T&P etc. required for proper completion of the work for Water works campus (1.20 M wide wicket gate) 202 Supply & Laying of 80 mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern inter locking tiles over 30 mm thick fine sand bed over 150mm thick GSB and also including earth wotk in excavation in proper slope & camber, brick work for side alignment including all materials, labour, T&P required for proper completion of work as per direction of Engineer in charge. 203 Construction of 300 mm wide and 300 mm deep brick drain inside the water works campus including supply of all materials, labour, T&P etc required for proper completion of the work 204 Providing and fixing of lighting arrangement in campus complete in all respect including supply of all material, labour T&P etc. as per approval and direction of engineer in charge 205 Horticulture, plantation, Land scaping, beautification, internal path way at water works compound including supply of all material, labour T&P etc. as per approval and direction of engineer in charge 206 Construction of Artificial Recharging of Ground water hrough roof top rain water of pump house, bypass chamber’s water & overflow of O.H.T. supplying of all material, pipes, grates, etc. complete in all respect 207 Filling of earth in water works campus and TW/pump house campus including supply of carted earth including loading, unloding, levelling, dressing and ramming of the earth tc complete in all respect.Earth filling in the campus shall be done Contour survey of campus and prior written necessary permission of Engineer in charge. 208 Supply of following items as per ditrection of engineer in charge 209 Office table (Godrej Make) (6x4 fit) with shelf and Glass 210 Office table (Godrej Make) (8x4 fit) with shelf and Glass 211 Computer table (Godrej Make) (4x3 fit) with Shelf 212 Revolving Chair (Godrej Make) 213 Office chair (Godrej Make) 214 Computer chair Revolving (Godrej Make) 215 Almirah (Godrej Make) 216 Almirah Glass rak (Godrej Make) 217 Split AC (1.5 tonne) Five star (Voltas, Hitachi, Blue star Make) with Stablizer 218 Desktop (Hp, Dell Make) with Color Laser Printer (Hp Make) (i5 processor) 219 Xerox machine wifi (HP, Canon, Samsung Make) 220 Color Printer wifi (HP Make) 221 Repairing work of existing pump house - 25 Nos. & Local Control Station room - 01 No.Ist class brick work in 1:6 cement &coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 222 Dismantling existing plaster over damage/cracked surface with stacking / proper disposal opf chiseld plaster including supply of all materials, labour T&P etc. required for proper completion of the work as directed by the engineer in charge. 223 Racking of joints of brick mansonry in wall in exposed surface to poperly prepare surface for new plaster work including supply of all materials, labour T&P etc. required for proper completion of the work. 224 12 mm thick plaster with cement & coarse sand mortar in 1:6 over brick work minimum thickness not to be less than 12 mm finished with 3 mm floting coating of neat cement including supply of all materials, labour T&P etc. required for proper completion of the work 225 Repair for electric fitting 226 Reparing of floor in PCC 1:2:4 227 First Class brick work in 1:4 cement and coarse sand mortar in super structure including necessary cutting and moulding of bricks as required and also including supply of all materials, labour, T&P etc. required for proper completion of the work (thickness of wall not be less than one brick). 228 Repairing of 25 mm thick PCC floor laid over base concrete consisting of cement, local sand and 40mm gauge first class brick ballast in the proportion of 1:4:8. For construction of apron 0.6m wide. 229 Supply and fixing of flush door including supply and fixing of all assessories, all materials, labour T&P etc. required for proper completion of the work as per direction of engineer in charge. 230 Supply and fix angle iron door chaukhat of size 50mm x 50mm x 6 mm including supply of all materials, labour T&P etc. required for proper completion of the work (Door & Window Frame) 231 Door Frame (02 Nos.) 232 Window Frame (04 Nos.) 233 Supply and fixing of the M.S. window with grill as per departmental drawing including supply and fixing of handle, locking arrangement etc. with one coat of red oxidised primer. 234 11.5 cm string or drip-coarse in 1:6 cement and local sand mortor 235 Painting or varnishing new iron work in small areas or new wood work with one priming coat and one coat of approved paints or varnish including supply of all materials labour, T&P etc required for proper completion of work. 236 White washing in three coats including supply of all materials labour, T&P etc required for proper completion of work. 237 The inner finish should be two coat of oil bound distamper Ist quality such as Bison distemper, tractor distemper with one coat of priming coat over smooth base of cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 238 The outer surface of wall with two coat of weather coat-All guard, Apex- Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 239 Supply and fixing 4 mm thick plain glass panes in panel of Z-section window shutter including supply of M.S. Clip and I.S.I. Mark putty etc as required for proper completion of work. 240 Supply and fixing of 100 mm dia PVC pipe rain water down pipe with clamp 241 Supply & fixing of forciling for LCS room including supply and fixing of all assessories, all materials, Paits, labour T&P etc. required for proper completion of the work as per direction of engineer in charge. 242 Repairing for electric fittings, wiring for LCS room including supply and fixing of all assessories, all materials, labour T&P etc. required for proper completion of the work as per direction of engineer in charge. 243 Repairing work of existing Staff Quarter (1 Set)First Class brick work in 1:4 cement and coarse sand mortar in super structure including necessary cutting and moulding of bricks as required and also including supply of all materials, labour, T&P etc. required for proper completion of the work (thickness of wall not be less than one brick). 244 12 mm thick plaster with cement & coarse sand mortar in 1:6 over brick work minimum thickness not to be less than 12 mm finished with 3 mm floting coating of neat cement including supply of all materials, labour T&P etc. required for proper completion of the work 245 Scraping old color washing and preparing the surface by removing loos material etc. including all labour and T&P ete complete 246 Repairing of 40 mm thick over base concrete consisting of cement, local sand and 40 mm gauge first class brick ballast in the proportion of 1:4:8. For construction of apron 0.6 m wide 247 White washing in three coats including supply of all materials labour, T&P etc required for proper completion of work. 248 The inner finish should be two coat of oil bound distamper Ist quality such as Bison distemper, tractor distemper with one coat of priming coat over smooth base of cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 249 The outer surface of wall with two coat of weather coat-All guard, Apex- Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 250 Supply and fix angle iron door chaukhat of size 50mm x 50mm x 6 mm including supply of all materials, labour T&P etc. required for proper completion of the work (Door & Window Frame) 251 Door Frame (02 Nos.) 252 Window Frame (04 Nos.) 253 Supply and fixing of the M.S. window with grill as per departmental drawing including supply and fixing of handle, locking arrangement etc. with one coat of red oxidised primer. 254 Supply and fixing of flush door including supply and fixing of all assessories, all materials, labour T&P etc. required for proper completion of the work as per direction of engineer in charge. 255 Painting or varnishing new iron work in small areas or new wood work with one priming coat and one coat of approved paints or varnish including supply of all materials labour, T&P etc required for proper completion of work. 256 Supply and fixing 4 mm thick plain glass panes in panel of Z-section window shutter including supply of M.S. Clip and I.S.I. Mark putty etc as required for proper completion of work. 257 Repair for electric fitting 258 Repair for sanitation work 259 Supply and fixing of 100 mm dia PVC pipe rain water down pipe with clamp 260 Repairing work of Existing Clear water reservoir cum pump house (500 KL at Zone 5 & 400 KL at Zone 8)Cleaning of Surface area of CWR including supply of all materials, labour, T&P etc. required for proper completion of the work.complete asper direction of Engineer-in-charge. 261 Providing and applying one coat of slurry of hydrophilic in nature for waterproofing treatment of internal surface of Tank. 262 Repairs of Tank wall, water tighteing work including all labour, material etc required for completion of work. 263 Dismantling existing plaster over damage/cracked surface including supply of all materials, labour T&P etc. required for proper completion of the work. 264 Stacking/proper disposal of chiseld plaster as directed by the Engineer- in-charge 265 12 mm thick plaster with cement & coarse sand mortar in 1:6 over brick work minimum thickness not to be less than 12 mm finished with 3 mm floting coating of neat cement including supply of all materials, labour T&P etc. required for proper completion of the work 266 Repairs of cracks on concret surface of tank including all labour, material extraholding etc required for completion of work. 267 Ist class brick work in 1:6 cement &coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 268 Racking of joints of brick mansonry in wall in exposed surface to poperly prepare surface for new plaster work including supply of all materials, labour T&P etc. required for proper completion of the work. 269 Repair for electric fitting 270 Reparing of floor in PCC 1:2:4 271 First Class brick work in 1:4 cement and coarse sand mortar in super structure including necessary cutting and moulding of bricks as required and also including supply of all materials, labour, T&P etc. required for proper completion of the work (thickness of wall not be less than one brick). 272 Repairing of 25 mm thick PCC floor laid over base concrete consisting of cement, local sand and 40mm gauge first class brick ballast in the proportion of 1:4:8. For construction of apron 0.6m wide. 273 Supply and fixing of flush door including supply and fixing of all assessories, all materials, labour T&P etc. required for proper completion of the work as per direction of engineer in charge. 274 Supply and fix angle iron door chaukhat of size 50mm x 50mm x 6 mm including supply of all materials, labour T&P etc. required for proper completion of the work (Door & Window Frame) 275 Door Frame (02 Nos.) 276 Window Frame (04 Nos.) 277 Supply and fixing of the M.S. window with grill as per departmental drawing including supply and fixing of handle, locking arrangement etc. with one coat of red oxidised primer. 278 11.5 cm string or drip-coarse in 1:6 cement and local sand mortor 279 Painting or varnishing new iron work in small areas or new wood work with one priming coat and one coat of approved paints or varnish including supply of all materials labour, T&P etc required for proper completion of work. 280 White washing in three coats including supply of all materials labour, T&P etc required for proper completion of work. 281 The inner finish should be two coat of oil bound distamper Ist quality such as Bison distemper, tractor distemper with one coat of priming coat over smooth base of cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 282 The outer surface of wall with two coat of weather coat-All guard, Apex- Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 283 Supply and fixing 4 mm thick plain glass panes in panel of Z-section window shutter including supply of M.S. Clip and I.S.I. Mark putty etc as required for proper completion of work. 284 Supply and fixing of 100 mm dia PVC pipe rain water down pipe with clamp 285 Repairing work of existing Over Head Tank (Zone - 1, 2, 3, 4, 5, 7 & 8)Supply and fixing on lightening Conductor on O.H.T. with proper arrangement and alignment including all labour and T&P etc. complete. The lightening conductor consisting of an elevation rod, down conductor and earth plate shall confrom with the standars as required by the Electircal Inspector of U.P from time to time, Any amendment, addition etc. suggested or required by the Electircal Inspector shall be carried out including supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 286 Supply and fixing of water level indicator with suitable arrangement as per latest I.S. code including supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 287 The outer surface of wall with two coat of weather coat-All guard, Apex- Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 288 Repairs of O.H.T. wall, water tighteing workincluding supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 289 Repairs of cracks on concret surface of OHT (Brase, Column, Bottom dom, top Dom etc complete) by guniting methodincluding supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 290 Repairs & Replacement of OHT pipes & Specials including supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 291 Repairs & Replacement of Valves & carting including supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 292 Dismentling & reconstruction (including raising of flore of OHTincluding supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 293 Replacment of both M.S. Ladder (inner & outer) & MS cover on top dome including supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 294 Supply & fixing of medium class G.I. pipe in free roof on stair case, balconey and top domeincluding supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 295 Supply & fixing of M.S. safty gate on stair case including supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 296 Net on top dome wentincluding supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 297 B - E&M worksConstruction of5 Nos Tubewell (1200 LPM )TRANSPORTATION 298 RIG MACHIN:-Transportation of rig machineincluding Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 299 AIR COMPRESSOR:-Transportation of 350 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 300 O.P. UNIT :-Transportation of 3 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 301 TUBE WELL ASSEMBLY :-Transportation of TUBE WELL ASSEMBLYincluding Loading , unloading with labour etc complete in all respect . 302 (DRILLING BORE) As per IS 2800 (Part I & II) 303 Barricading 304 Logging of Bore 305 Drilling of 600mm dia bore from G.L. to 60m BGL. 306 Drilling of 500mm dia bore from 60m BGL to 100m BGL. 307 Drilling of 500mm dia bore from 100m BGL to180m BGL. 308 LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL-Lowering of 300mm X 200mm dia tube well assembly in bore hole and shrouding of pea gravel between annular space ofbore hole and T.W. assembly from G.L. to 160m BGL. 309 Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 54 m BGL. 310 Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 54 m BGL to 100m BGL. 311 Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 100m BGL to 160m BGL. 312 TUBE WELL: ASSEMBLY MATERIALS(As per IS 4270, IS 8110) :- 313 300mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X200mm dia M.S reducer 16mm thick, 1 noM.S. well cap 12mm thick , 11 no M.S. ring 150X12mm thick, M.S.clamp ,T.W. Support (I Section) etc comp in all respect . 314 200mm dia MSERW 7.1mm thick plain /slotted pipe including with 30 no M.S ring 150X12mmthick , 1 noM.S. bail plug , 20 no center guide etc comp in all respect. 315 PEA-GRAVEL (As per IS 4097) :-1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stackingat site. 316 Development of tube well by 350 PSI air compressor 317 Development of tube well by 350 PSI air compressor 318 Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. 319 Development of tube well by 3 cusec O.P. Unit 320 Cutting of housing cover by gas cutter 321 Development of tube well by 3 cusec O.P. Unit. 322 Re-welding of Tube well cover by Electric welding 323 Watch & Ward during construction period. 324 TEST:-Chemical and bacteriological test. 325 Pumping plant with piping and valves ( 1200 LPM) for 3 Nos T/W 326 SITC with following1.Clear water submersible pump complete with electric motorcapable to operate on 380/420 volts 3 phase 50 Hz A.C. for 1200 LPM. 20 Mtr. Head and 10 H.P.(bothe tentative)- 1SetMAIN PIPING AND VALVES:-2.1-150MM dia 5.4 mm thick M.S. column pipe with both end flanged and groove for passing submersible cable in each length in 3.0m long 24 m with 1m long top pipe with cap (Dumdum) and sealing ring.etc2.2:-CI-D/F 90 Degree bend of size 150 mm dia -1No2.3:- CI-A/F Tee of size 150 mm dia -1No2.4:-M.S. distance piece of 150 mm dia 1.00m long 1 Nos. and 1.5m long 2 No.-3no2.5:-M.S. enlarger/reducer of suitable size.-1No2.6:-Reflex Valve 150 mm dia P.N. rating 1.0 Having following specification confirming (as per IS-14846-2000)-1No2.7:-Other necessary fitting for gauges, control cock, Air hand pump steel airline 40m etc.-1Set3:-Tools and Spanners with Pipe Wrench etc.-1Set4:-tones capacity 4.5 m lift, spur geared chain pulley block Indef make P Type-1No5:-9 inch size pump protection ring -1No6:-Miscellaneous items-1No7:-Painting of pumping plant materials-1job8:-Erection of pumping plant and Power wiring & earthing and other civil works.-1job9:-Commissioning & testing of pumping plant.-1job10:-On account ofwatch & ward during Pump Installation -1job 327 Spare column pipe heavy duty 150 mm Size 328 Internal electrification of pump house and chlorinating room with wiring point for light with 1.0mm sq. P.V.C. insulated multi strand copper conductor cable in heavy gauge rigid P.V.C. conduit pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and ceiling rose/angle batton holder on 3 mm. thichphenolic laminated back ligh sheet etc. complete in all respect as per I.E. rule including luminaries with 15 amp. Switch fuse unit. 329 SCADA compatable chlorinating system 330 SITC of servo Stabilizer 10 KVA or suitable capacity 331 Sluice valves with motor operated actuator valves of size 150 mm 332 CE/UL Certified electromagnetic flowmeter of size 150mm 333 Soft starter 7.5 KW or suitable capacity 334 CE/UL Certified hydrostatic type sub soil watel level transmitter for T/W 335 Complete cabling of tubewell including all power & control cable of all equipment at pumphouse and OHT 336 CE/UL Certified Pressure transmitter 337 Pumping plant with piping and valves ( 1200 LPM) for 2 Nos T/W 338 SITC with following1.Clear water submersible pump complete with electric motorcapable to operate on 380/420 volts 3 phase 50 Hz A.C. for 1200 LPM. 46 Mtr. Head and 25 H.P.(bothe tentative)- 1SetMAIN PIPING AND VALVES:-2.1-150MM dia 5.4 mm thick M.S. column pipe with both end flanged and groove for passing submersible cable in each length in 3.0m long 24 m with 1m long top pipe with cap (Dumdum) and sealing ring.etc2.2:-CI-D/F 90 Degree bend of size 150 mm dia -1No2.3:- CI-A/F Tee of size 150 mm dia -1No2.4:-M.S. distance piece of 150 mm dia 1.00m long 1 Nos. and 1.5m long 2 No.-3no2.5:-M.S. enlarger/reducer of suitable size.-1No2.6:-Reflex Valve 150 mm dia P.N. rating 1.0 Having following specification confirming (as per IS-14846-2000)-1No2.7:-Other necessary fitting for gauges, control cock, Air hand pump steel airline 40m etc.-1Set3:-Tools and Spanners with Pipe Wrench etc.-1Set4:-tones capacity 4.5 m lift, spur geared chain pulley block Indef make P Type-1No5:-9 inch size pump protection ring -1No6:-Miscellaneous items-1No7:-Painting of pumping plant materials-1job8:-Erection of pumping plant and Power wiring & earthing and other civil works.-1job9:-Commissioning & testing of pumping plant.-1job10:-On account ofwatch & ward during Pump Installation -1job 339 Spare column pipe heavy duty 150 mm Size 340 Internal electrification of pump house and chlorinating room with wiring point for light with 1.0mm sq. P.V.C. insulated multi strand copper conductor cable in heavy gauge rigid P.V.C. conduit pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and ceiling rose/angle batton holder on 3 mm. thichphenolic laminated back ligh sheet etc. complete in all respect as per I.E. rule including luminaries with 15 amp. Switch fuse unit. 341 SCADA compatable chlorinating system 342 SITC of servo Stabilizer 25 KVA or suitable capacity 343 Sluice valves with motor operated actuator valves of size 150 mm 344 CE/UL Certified electromagnetic flowmeter of size 150mm 345 Soft starter 22 KW or suitable capacity 346 CE/UL Certified hydrostatic type sub soil watel level transmitter for T/W 347 Complete cabling of tubewell including all power & control cable of all equipment at pumphouse and OHT 348 CE/UL Certified Pressure transmitter 349 Pumping plant for zps (zone-6) 350 PUMPING PLANTS:Supply of 3000 LPM at 33 mtrs. Head Synchrous speed1500 RPM Water Lubricant VT Pump with squirrel cage induction motor 40 HP suitable for above pump with TEFC enclosure including base plate along with coupling, coupling guard, foundation, bolts, Etc in all respect. 351 MAIN PIPING AND VALVES 352 D.I. Reflux valve 200 mm dia . 353 200 mm dia Sluice valve with actuater suitable for SCADA operation. 354 Common Header (for all pumps) 355 D.I. D/F Distance piece 250mm dia 0.5 mtr. Long 356 D.I. D/F Distance piece 250 mm dia 1 mtr. long 357 D.I. D/F Distance piece 250 mm dia 1.5 mtr. Long 358 D.I. D/F Distance piece 250 mm dia 2 mtr. Long 359 D.I. D/F Distance piece 250 mm dia 3 mtr. long. 360 D.I. D/F 900 bend 250 mm dia 361 D.I. Tee 250 x 200 x 250mm Tee A/F 362 Sluice valve 250 mm dia with actuater suitable to SCADA operation 363 DI D/FReflux valve 250 mm dia 364 Bye Pass Arrangement:- 365 A/F Tee 250x250x250 mm dia 366 Sluice valve 250mm dia with actuater suitable to SCADA operation 367 Dismantling joints for Commmon Header and Flowmeter for 250 mm dia 368 CE/UL Certified Electromagnetic FLOW METER:250 mm dia size 369 Electrical Items 370 Supply of 3 core 25 sq. mm. unarmoured Copper conductor cable from panel to starter and starter to respective motors with lugs etc. 371 Supply of 3.5 core 95 sq. mm. Aluminium armoured cable from LT Control Panel to Motor control panel. 372 MOTOR CONTROL PANNEL :-Supply of M.S. Fabricated Dust and Vermin Proof, Cubical Type, Floor Mounted Control Panel compatible to SCADA with RS485 Port consisting including all necessary equipments and protection devices as following :-INCOMING :-1 No. 200 Amp. M.C.C.B. motorizes & microprocessor based.OUTGOING :- (i) 3 Nos. 100 Amp. microprocessor based MCCB with Soft starter RS 485 Port- 400 V Class,30 KW (40 HP), Rating(ii) 1 No. MCCB 32 Amp for lighting and fan(iii) 2 No. MCCB 63 Amp for Auxiliary Load 373 Supply of microproceesor based three phase sensing power factor correction relay panel, IEC/EN 61000-6- (2&4) communication interface with RS 485, indication of switching on units, auto /manual status and shall have over load protection, no volt release, having multi parameterlike KW, KVA, KVAR rating capacity of 50 KVAR or suitable capacity 374 Auto Phase reversal unit / Automatic switch with inbuilt the delay & enclosure (Confirms to IEC: 60947-1 & IEC: 60947-6-1) of followint rating: 375 200Amp Rating 376 CE/UL Certified Radar type Level Transmiter for CWR 377 CE/UL Certified Pressure transmitter for each pump. 378 Earthing Complete in all respect. Earthing system shall executed as per IS : 3043 and I.E. rules. (for Motor Pump set and Control Panel) 379 Installation of all Equipments, Power wiring of Electrical equipments with cable tray, cable lugs, cable gland and commissioning of the pumping plants 380 3 Ton / 12 mtr. Lift chain pulley Block with four way motion HOT, Gantry I-section Girder, square rod with travelling trolley. 381 Rubber mat for Electrical purpose as per IS 5424. 1 Mtr. X 2 Mtr. (12.5 mm thick). 382 CO2 type Fire extinguisher ISI mark confirming to IS 15683- 4.5 Kg. 383 Internal & External electrification of Pumping plant. 384 Tools & Sppanners Complete. 385 Electromegnatic dozzer of suitable capacity SCADA compatible 386 CE/UL approved manufacturers Surge protector for all AC control supplies of all equipments. 387 Installation, commissioning & testing of Automation related equipments for ZPS 388 Trial run for 3 month period for one ZPS 389 12 watt solar based LED light with GI pole 390 SCADA of ZPS FOR ZONE -6 391 CE & UL Certified PLC/RTU with redudant CPU & Power supply in IP 54 enclosure sutable to Communicate with GSM based modem unit with redudant CPU & Power Supply with annalog & digital Parameter & features as specified for each ZPS/OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at muliple stations with Control Panel as specified in tender technical specification. 392 G.S.M./G.P.R.S. based wireless communication with 4G modem for RTU/PLC capable to transfer & gather data from remote sites to control stations all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender technical specification. 393 CE/UL Certified Intelligent Smart Energy Meter 394 Complete cabling for ZPS including all power & control cable of all equipments at ZPS and OHT (Upto 3 Pumps) 395 Security Survelliance IP Camera with Recorder (optional) 396 Automation of Units of all zone T/W 397 CE & UL Certified RTU/PLC in IP 54 enclosure suitable to communicate with GSM based modem unit with CPU & power supply with analog & digital parameters & features as specified for T/W to store and transmit data on GSM Backbone.RTU/PLC designed with logic to transfer data at multiple stations as specified in tender documents 398 GSM/GPRS based wireless communication 4G modem for RTUs/PLC capable to transfer data from remote site to CS with all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender documents. 399 CE/UL Certified Intelligent energy meters 400 Auto phase reversal Unit 100 Amp 401 CE/UL Certified Surge Protector for control panel 402 CE/UL Certified 7 HMl touch screen suitable to communicate with PLC/RTU for Local display and control of Process Parameters 403 Control panel with IP 54 protection, industrial grade for all equipments( Separate for control 24 Vand power equipments 404 Installation,Testing and commissioning 405 Trial run 3 months 406 SUB STATION FOR ZPS ZONE-6 407 H.T.Panel( Comprising with 1 no. incomingand 2 -Outgoing. Supplying of indoor type floor mounted metal clad, 11 KV VCB panel with 1No. 630 Amp. incoming VCB & 2 Nos 630 Amp. outgoing VCB totally enclosed, horizontal drawout, horizontal/ vertical isolation type breaker as per IS with all necessory protection and also should be compatible to SCADA operation 408 Transformer Supplying of 160 KVA, 11/0.44 KV, 3 Phase, 50 Hz, Dyn 11, indoor ONAN type, copper wound transformer with OFF load tap changing arrangement on HV side in steps of +7.5% & -15%, LV side @ 2.5% stapping complete with all accessories i/c first filling of filtered dehydrated oil and confirming to IS 1180-2014 & as per specificationcomplete in all respects as required at site. 409 Main L.T. PanelSupply of LT Panel comprisiing of following details. 02 No. 200 Amp. Incoming MCCB Panel shall be mechanically and electrically interlocked completely and 01 Nos 200 Amp MCCB as Outgoing and 01 Nos 80Amp Outgoing for Auxiliary Load suitable for SCADA and all necessary protection equipments and metering equipment as per requirement. 410 Supply of 120 Sq.mm size XLPE cable from 11 K.V.UPPCL metering panel to H.T. incoming Panel, and H.T. panel to Transformer. 411 Supply of H.T. Cable end termination joint kit. 412 Complete in all respect. Earthing system shall executed as per IS : 3043 and I.E. rules. 413 Supply of 1.1 KVgrade 95 sq mm 3.5 core PVCinsulated Armored Aluminum cable fromTransformer to L.T. Panel. 414 Installation and commissioning of 11 KV/0.44KV, substations including 100 KVA, Transformer including HT Panels and L.T.Panel with cable tray, cable lug, cable gland including all labor T&P complete in all respect. 415 CO2 type Fire extinguisher ISI mark confirming to IS 15683- 4.5 Kg. 416 Heavy Duty leak proof fire bucket as per IS 2546/1974 417 Fire bucket stand for 6 bucket 418 Internal & External electrification of Sub-Station 419 Rubber mat for Electrical purpose as per IS 5424. 1 Mtr. X 2 Mtr. (12.5 mm thick). 420 NOC for substation from safety department 421 S.I.T.C of followings E/M items at OHT (zone-06) 422 CE & UL certified Radar type level tranmitter for OHT 423 Motor OperatedActuator with Sluice Valve/Flow control valve (350 mm )-DMA 1 424 CE / UL certified Electromagneticflowmeter of size:350mm-DMA-1 425 Dismantelling joint 350 mm-DMA-1 426 Motor OperatedActuator with Sluice Valve/Flow control valve (300 mm )-DMA 2 427 CE / UL certified Electromagneticflowmeter of size:300mm-DMA-2 428 Dismantelling joint 300 mm-DMA-2 429 S.I.T.C of followings E/M items at OHT(zone-9) 430 CE & UL certified Radar type level tranmitter for OHT 431 Motor OperatedActuator with Sluice Valve/Flow control valve (250 mm )-DMA 1 432 CE / UL certified Electromagneticflowmeter of size:250mm-DMA-1 433 Dismantelling joint 250 mm-DMA-1 434 Motor OperatedActuator with Sluice Valve/Flow control valve (200 mm )-DMA 2 435 CE / UL certified Electromagneticflowmeter of size:200mm-DMA-2 436 Dismantelling joint 200 mm-DMA-3 437 Stablizer for ZPS3 Phase AC automatic voltage stabilizer for 125 KVAor suitable capacity 438 Local Control Station (LCS) 439 CE/UL & BIS Certied industrial grade LED MONITOR with latest configuration as per specification. 440 Desktop/PC with i5/i7 processor for as per spec mentioned in technical bid doucments. 441 CE/UL Certied 3 KVA UPS with batteries as per spec mentioned in technical bid doucments. 442 Full development version of required TAGS SCADA Software with coustomization of Software for MCS as per requirement as per spec mentioned in technical bid doucments. 443 CE/UL Certied local control room PLC with redundant CPU & power supply at MCS in IP54 inclouser as spec mentioned in technical bid doucments. 444 GSM based wireless/Broadband/Equipment communication system forPLC capable to transfer & received data and gather data from remote sites to control stations. All accessories included signal enhancer antenna along with running expences till DLP 445 CE/UL Ceritified Firewall for network protection 446 SURGE PROTECTOR FOR ETHERNET Communication Protection 447 CE/UL Ceritified Industrial grade Ethernet switch. 448 CANON/H.P. or equivalent Laser Printer 1018 or equivalent. 449 Security Survelliance IP Camera for with recorder 450 Installation, commissioning & testing 451 Test and Trial run for 3 Months period 452 Three month trial ofZPS(zone -6)Quantity of sodium hypochloridr require for three month for ZPS 453 Three month trial ofall zoneTubewell 454 Quantity of sodium hypochloridr require for three month for all tubewell 455 Provision for operation of pumping plant (each tubewell 3 No oprator)

BRR : 9481110 Construction Of Main Location For T.F.C. Ram Van Gaman At District Chitrakoot (U.P.) - TFC, RAMVANGAMAN 3 Carriage of good earth by mechanical transport including loading, unloading and stacking 4 (upto 20KM) 5 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 6 All kinds of soil 7 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 8 All kinds of soil (From 1.5 to 3 m depth) 9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 10 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 11 Supplying chemical emulsion in sealed containers including delivery as specified. 12 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 13 Diluting and injecting chemical emulsion for pre-constructional anti-termite treatment (excluding the cost of chemical emulsion) : 14 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : 15 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. 16 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 17 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 18 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 19 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 20 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 21 Centring and shuttering including strutting,propping etc. and removal of form for 22 Foundations, footings, bases of columns etc. for mass concrete. 23 Suspended floors, roots, landings, balcnies and access platform. 24 Shelves (Cost in situ) 25 Lintels, beams, plinth bams, griders, bressumers and cantilevers. 26 Columns,Pillars, Piers, Abutments, Posts and Struts 27 Stairs, (excluding landings) except spiral-staircases 28 Edges of slabs and breaks in floors and walls Under 20 cm wide 29 Weather shade, Chajjas, corbels etc., including edges 30 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured)Suspended floors, roofs, landing, beams and balconies (Plan area to be measured). 31 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 32 Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 34 All works upto plinth level 35 Concrete of M30 grade with minimum cement content of 350 kg /cum 36 All works above plinth level upto floor V level 37 Concrete of M30 grade with minimum cement content of 350 kg /cum 38 Add for using extra cement in the items of design mix over and above the specified cement content therein. 39 ANCHOR BLOCK FOR STONE BENCHES 40 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 41 400 mm dia piles 42 Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 43 400 mm dia piles 44 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. 45 Single pile upto 50 tonne Safe capacity 46 Initial test (Test Load 2.5 times the Safe capacity) 47 Routine test (Test Load 1.5 times the Safe capacity) 48 MASONRY WORK 49 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 50 Cement mortar 1:6 (1 cement : 6 coarse sand) 51 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 52 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100mm/125mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. 53 WOOD WORK 54 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 55 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 56 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 57 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured): 58 Rectangular or square. 59 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 60 1.0 mm thick 61 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. 62 With 12 mm mild steel U beading 63 Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). 64 Providing and fixing 12 mm thick frameless toughened glass partitions of approved brand and manufacturer, including providing and fixing partitions at top & bottom with aluminum channel etc. all complete as per direction of Engineer-in-charge 65 Providing and fixing approved brand and manufacturer SS 304 grade hardwares for Doorsetc. 66 Providing and fixing approved brand and manufacture SS 304 grade D type 300mm Pull Handle with 22mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 67 Providing and fixing approved brand and manufacture SS 304 grade Glass door Lock, top and bottom patch fitting with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 68 Providing and fixing approved brand and manufacture SS 304 Lever Handle D-type, 22mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 69 Providing and fixing approved brand and manufacture SS 304 grade SS 304 grade Mortise Dead Lock with 60mm Backset fixed fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 70 Providing and fixing approved brand and manufacture SS 304 grade Tower bolt 250mm long with 10mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 71 Providing and fixing approved brand and manufacture SS 304 grade Tower bolt 150mm long with 10mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 72 Providing and fixing approved brand and manufacture SS 304 grade wall mounted door buffer fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 73 Providing and fixing approved brand and manufacture SS 304 grade Door Stopper - door mounted hanging type fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 74 Providing and fixing 85x42 mm chromium plated brass pull bolt lock with necessary chromiumplated brass screws, nuts, bolts and washers etc. complete. 75 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. 76 125 mm 77 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 78 Toilet CubicalProviding and fixing Toilet Cubicle (of following standard dimension which includes 600 mm door size width) made of heat, bacteria, water, chemical, scratch, impact and anti bacterial resistant 12 mm thick solid compact laminate panelsFinish of the compact laminate should be raw silk which include doors, pilasters and intermediate panels finished with approved texture/shade as per the detail drawing and as per IS 2046 (Indian Standard) and as per fire retardant BS-476/97 standard.This also includes providing and fixing in position necessary hardware made out of Stainless Steel (Grade 316) as per manufacturers specifications and EIC instructions like (1) Door Knob, (2) Gravity Hinges, (3) Thumb turn lockset indicators, (4) Coat hooks, (5) U- Channels, (6) SS-Shoe Box Plate, (7) MS-Base Plate, (8) Rubber noise deafening tape, (9) Screws and wall Plugs. 79 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 80 Using M.S. angels 40x40x6 mm for diagonal braces 81 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 82 Hot finished welded type tubes 83 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 84 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 85 Providing and fixing stainless steel (Grade 316) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 86 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 87 25 mm thick 88 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 89 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 90 Glazed Vitrified tiles Matt/Antiskid finish of size 91 Size of Tile 600 x 600 mm 92 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. 93 Size of Tile 600 x 600 mm 94 Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 95 Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 96 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 97 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 98 Extra for pre finished nosing to treads of steps of Granite stone. 99 Extra for Granite stone flooring in treads of steps and risers using single length up to 2.00 metre . 100 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : 101 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. 102 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 103 Granite of any colour and shade 104 Area of Slab over 0.50sqm 105 Extra for providing edge moulding to 18mm thick marblestone counters, Vanities etc. including machine polishing to edge to give high glossfinishetc.completeasper designapprovedbyEngineer-in-Charge. 106 Granite work. 107 Extra for fixing marble /granite stone over and abovecorresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete. 108 Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including rubbing and polishing of cut edges etc. complete. 109 12mm cement plaster of mix : 110 1:6 (1 cement: 6 coarse sand) 111 15 mm cement plaster on the rough side of single or half brick wall of mix : 112 1:6 (1 cement: 6 coarse sand) 113 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). 114 6 mm cement plaster of mix : 115 1:3 (1 cement : 3 fine sand) 116 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 117 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : 118 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 119 Painting with synthetic enamel paint of approved brand and manufacture of required color to give an shade. 120 Two or more coats on new work including priming coat of ordinary paint approved brand. 121 Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 122 Providing & fixing galvanized low carbon wire, anealed wire Chicken mesh formed by twisting two adjacent wires at least four times, forming a hexagonal shaped strong honeycomb mesh structure on joints of RCC & Brick work before plastering, of required gauge (not less than 21 gauge)and size with nails etc. complete as specified in drawing and as per the Direction of Engineer-in-charge. 123 Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : 124 White sand stone 125 Extra for stone work ashlar sunk or moulded or sunk and moulded or carved in : 126 Triangular or Square or rectangular pillars 127 Circular or polygonal pillars 128 Extra for stone work ashlar sunk or moulded in cornices. 129 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 130 White sand stone 131 DRY CLADDINGProviding and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with machine cut edges of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). 132 White sand stone - 30mm thick gang saw cut stone 133 Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/ rectangular tube in the required pattern as per architectural drawing, including cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 300x230x300mm, including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the steel work will be given a priming coat of Zinc primer as approved by Engineer-in-charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-incharge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid). 134 Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-incharge. 135 Applying breathable, non-reactive, antifungal, and water repellant Silane/Siloxane chemical as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacture, diluted with solvent mineral Turpentine oil in the ratio of 1:12 (One part of approved chemical :12 Part of Turpentine oil), on the existing sand stone masonry surface with two or more coats to give uniform application of chemical on the surface, all complete as per direction of Engineer-In-charge (The rate is inclusive of all materials & labours involved except scaffolding). 136 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. 137 White sand stone 138 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 139 12.5 mm thick tapered edge gypsum moisture resistant board 140 Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595mm of approved texture, design and patterns as per CPWD Specification 2019, to be laid in true horizontal level suspended on inter-locking metal T-Grid of hot dipped galvanised iron section of 0.33mmthick (galvanized @ 120 grams per sqm including both sides)comprising of main-T runners of size 24x38 mm of length 3000 mm, cross - T of size 24x32 mm of length 1200 mm and secondary intermediate cross-T of size 24x32 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 12x50 mm long dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 76x25x25x1.6mm fixed with grid and Z cleat of size 25x37x25x1.6mm thick with precut hole on both 25mm flange to pierce into 12x50mm or even bigger size dash fastener if require, fixed with Glavanised iron perimeter wall angle or size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450mm center to center and 40 mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. 141 With 15 mm thick Tegular edged light weight calcium silicate false ceiling tiles 142 Providing and fixing tiled false ceiling of approved materials of size 595x595 mm in true horizontal level suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 gsm/sqm, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38mm made from 0.30mm thick (minimum) sheet, spaced at 1200mm center to center and cross T of size 24x25mm made of 0.30mm thick (minimum) sheet, 1200mm long spaced between main T at 600mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600mm and size 24x25mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600mm panel to form grids of 600x600mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, wherever, required, cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 x mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete at all heights as per specifications drawings and as directed by Engineer-in-charge. GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. 143 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineering-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineering-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65mm. 144 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 145 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 146 In 75x75 mm deep chase 147 Providing and laying broken AAC Block in sunken portion of W.C. & kitchen. These broken Block mixed with cement mortar 1:8 ( 1 cement : 8 coarse sand) laid and compacted properly including supply of labour, material, and tools and plant etc. as per instruction of Engineer-in-charge. 148 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. 149 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and paneling to be paid for separately) : 150 For fixed portion 151 Powder coated aluminium (minimum thickness of powder coating 50 micron) 152 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required (Fittings shall be paid for separately). 153 Powder coated aluminium (minimum thickness of powder coating 50 micron) 154 Providing and fixing 6 mm thick high performance toughened glass from approved manufacturer complete in all respects as per direction of the Engineer-in-charge. (Required properties Solar factor 0.43, U-Value (W/sq.m-K) 5.6, Visible light transmittance 0.43). The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 155 PLUMBING Work 156 SANITARY INSTALLATIONS 157 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. 158 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. 159 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 160 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 161 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- 162 White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 163 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink of approved makeas per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting offittings and brackets,cuttingandmakinggoodthe walls wherever required 164 Kitchen sink with drain board 165 510x1040 mm bowl depth 250 mm 166 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 167 Providing and fixing Differecially abled toilets including Wash basin, Water closet,Cistern, grab bars & hand rails etc. The rate include cost of all material & labour involved in the item complete and all as per direction of engineer incharge.For physically handicap person consisting of; 168 Providing & fixing heavy quality PVC waste pipe for sink including PVC waste fitting Complete 169 Flexible Pipe 170 40mm Dia 171 Providing & fixing toilet paper holder 172 C.P. brass 173 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste SWR Type-B as per IS : 13592 suitable for rubber ring joints for vertical pipes and solvent cement joints for horizontal pipes, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, couplers, cowels, clamps, hangers, rubber rings, clean outs, provision for C P Grating fixing for any waste connection from washing machine etc. fixing at wall / ceiling / floor level supported by clamp & hangers etc.inside duct / suspended from floor under false ceilingfor proper completion of the work. The rubber ring shall confirm to IS:5382. ( (SOIL, WASTE, RAIN WATER & VENT) 174 110 mm diameter pipe 175 Providingandfixingin position Upvc full bore P / S trap with 50 mm water seal(IS : 14735) of the following sizes .Making proper connection with solvent cement. 176 Providing, fixing & testing uPVC pipes, conforming to IS 4985 class 3 (6 kg/cm2) including injection moulded fittings, jointing with solvent cement, cutting and making good the floors and walls and jointingto trap/waste pipe, complete of outer dia. (Indirect waste) 177 40mm diameter pipe 178 50 mm diameter pipe 179 63 mm diameter pipe 180 Providing & fixing Nickel Chromium Platedliquid soap dispenser with metallic bottle of approved brand & make112 mm distance from wall of standard shape with bracket (Nickel chromium plating should pass Salt Spray Test for 200 hours) of the same materials with snap fittings of approved quality and colour, complete as per direction of Engineer in Charge. 181 Providing & fixing soap dish holder of approved design. 182 Providing and fixing CP brass single lever low flowwall mounted Sink mixer with 15 mm CP brass single lever swivel spout with waste complete with flow rate 2.5 litre per minute at 3 bar including cutting and making good the walls where required. 183 Providing and fixing of approved make following-a) Concelaed type CP Brass diverter(for hot and cold water), overhead shower with arm with rubit cleaning system with flow rate 6 litre per minute at 3 bar complete with all accessories as requiredand spoutwith flow rate 3.8 litre per minute at 3 bar, wall flange complete with all accessories as required and making good the walls wherever required. 184 Providing,Fixing wall mounted of approved make Double Coat hookon door complete. 185 Providingand fixing CP brass 2 Way Bib cock with wall flange with flow restrictor with flow rate 2.5 litre per minute at 3 bar. 186 Providing, fixing, testing & commissioning of Floor drain made of uPVC reducing elbow (110x63 mm) with horizontal drain outlet of 63 mm OD, round top of 110 mm OD. (Floor Drain) 187 Providing & fixing uPVC clean out plug with suitable opening with threaded uPVC socket fixed to uPVC pipe joints as required complete in all respects. 188 110 mm dia 189 Providing, fixing and testing of uPVC SWR inlet fittings with two or three saddle inlets of 40, 50 or 63 mm size, fabricated from 110 mm outer dia uPVC pipes and fixed to uPVC traps with solvent cement joint complete in all respect. 190 Providing and fixing SS Grating of 125 mm dia of approved quality and colour complete as per direction of engineer in charge. 191 Circular Type 192 125 mm nominal dia with 25 mm waste hole 193 Providing, Installing & fixing storage type water heater of approved make (vertical/horizontal type ) with copper container, glasswool insulation,stove enamelled M.S jacket, thermostatically controlled inner heater with pilot neon lamps, 15mm inlet stop cock valve, on inlet connection, 15mm dia C.P flexible connection pipe in inlet & outlet suitable for working pressure of 8 kg/sqcm complete as required. 194 Capacity 25 litres 195 Capacity 40 litres 196 Capacity 06 Litres 197 WATER SUPPLY 198 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 199 Concealed work, including cutting chases and making good the walls etc. 200 15 mm nominal outer dia Pipes 201 20 mm nominal outer dia Pipes 202 25 mm nominal outer dia Pipes 203 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 204 Internal work - Exposed on Wall 205 20 mm nominal outer dia Pipes 206 25 mm nominal outer dia Pipes 207 32 mm nominal outer dia Pipes 208 40 mm nominal outer dia Pipes 209 50 mm nominal outer dia Pipes 210 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 211 External Work 212 50 mm nominal outer dia Pipes 213 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 214 20mm nominal bore 215 25mm nominal bore 216 32mm nominal bore 217 40mm nominal bore 218 50mm nominal bore 219 65mm nominal bore 220 Providing and fixing uplasticised PVC connection pipe with brass unions : 221 45 cm length 15 mm nominal bore 222 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 223 With common burnt clay F.P.S (non modular) bricks of class designation 7.5 224 Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : 225 65 mm diameter pipe 226 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 227 15mm nominal bore 228 Providingand fixingC.P. brass angle valve for basin mixture and geyser points of approvedqualityconfirming to IS: 8931. 229 Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : 230 100 mm dia nominal bore 231 Providing, fixing, testing & commissioning of level operated water type butterfly valve conforming to IS : 13095/BS 5155 having CI iron body , ss 316 grade dick, EPDM / nitride complete with 2 Nos. matching flanges, rubber insertion, nuts, bolts and washer etc. of following sizes with locking arrangement. 232 Pressure Rating PN 25 : 233 80 mm dia. 234 Non - return valve with dual plate of CI Body SS plates vulcanized NBR seal flanged end & PN 25 rating as specified. 235 65mm dia. 236 Providing & fixing CI `Y Strainer (screwed/ flanged) with stainless steel fine wire mesh perforated sheet basket with necessary flange/ unions nuts, bolts and washers complete as required. 237 80mm nominal bore 238 Supplying and fixing in position of approved quality Solenoid Valve with by-pass arrangement, isolation cock etc. complete with all required accessories such as level sensor, level indicator, level controller and required cabling for the same. 239 50 mm dia 240 Providing, Installing and Giving satisfactory field testing of Static (Ultrasonic) Domestic Battery operated, MID (Measuring Instrument Directives) approved Static AMR Water Meters diameters having no moving/fixed part in contact with water, with fully body made up of composite material, confirming to ISO 4064 along with manufacturing test certificate and Guarantee certificate with Meter & Battery Guaranteed up-to 10 years with RF Technology for communication. Memory of the device should be directly accessible through an optical scanner. 241 50 mm dia 242 DRAINAGE 243 Providing, laying and joining in position HDPE DWC (Double Wall Corrugated)and conforming to I.S. 16098 of required grade SN-4/SN-8 and suitable for the respective working pressures with all fittings and specials, e.g. couplings, tees, bends, reducers, screwed adapters, flanged tail pieces, etc., jointing as per manufacturers recommendations, all complete including trenching, backfilling & pressure testing etc. (For Sewer & Storm water line). 244 200 mm dia (SN-4) 245 250 mm dia (SN-4) 246 250 mm dia (SN-8) 247 300 mm dia (SN-8) 248 400 mm dia (SN-8) 249 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round HDPE pipes/ RCC pies/S.W. pipesincluding bed concrete as per standard design: 250 200 mm diameter HDPE pipe/ RCC pipe / S. W. pipe 251 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of HDPE pipes/ RCC pies/S.W. pipes including bed concrete as per standard design : 252 200 mm diameter HDPE pipe/ RCC pipe / S. W. pipe 253 300 mm diameter HDPE pipe/ RCC pipe / S. W. pipe 254 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 255 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 256 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 257 300mm dia RCC pipe 258 450mm dia RCC pipe 259 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610mm internal dimensiions total weight of cover and frame to be not less than 38 Kg. ( weight of cover 23 Kg. and weight of frame 15 Kg.), with FPS bricks with class designation 7.5With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 260 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : 261 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 262 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 263 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 264 Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately): 265 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 266 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 267 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 268 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 269 HD - 20 270 Circular shape 560 mm internal diameter 271 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 272 For pipes 100 to 250 mm diameter 273 For pipes 350 to 450 mm diameter 274 Constructing brick masonry road gully chamber 50x45x60cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450mm precast RCC horizontal grating with frame complete as per standard design. 275 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 276 EARTH WORK, CONCRETE WORK 277 Excavating trenches by mechanical / manual means of required width for pipe, cables etc including excavation for sockets ,& dressing of sides ,ramming of bottoms ,for all depth including getting out the excavated soil,& then returningthe soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming ,watering, etc and disposingof surplus excavated soil as directed, within lead of 50m. 278 All kinds of soil 279 Pipes, cables etc exceeding 80 mm dia but not exceeding 300 mm dia 280 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm 281 Excavating trenches of required width for pipes, cables, etc including excavation for sockets,depth upto 1.5 m, including getting out the excavated matterials, returning the soil as requred in layers not exceeding 20 cm in depth including consolidating each deposited layers by by ramming, watering,etc. and stacking serviceable material for measurements and disposal of unserviceable matterial for measurement and disposal of unserviceable matterial as directed within a lead of 50m: 282 Ordinary rock 283 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 284 Hard rock (requiring blasting) 285 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 286 Earth Work in excavation by mechanical means (Hydraulic / excavator ) manual means over area (exceeding 30 cm in depth ,1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed as engineer incharge. 287 Ordinary Rock 288 Hard Rock(requiring blasting) 289 TUBE WELL BORING WITH PUMP 290 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 291 400 mm dia 292 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 293 400 mm dia 294 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.ection of Engineer -in-charge. 295 200 mm nominal size dia 296 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 297 200 mm nominal size dia 298 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 299 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 300 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 301 200 mm dia 302 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp. 303 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia. 304 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 65 mm dia nominal bore 305 Sypply and Installation of 800 LPM Submersible Pump Set of 10 H.P. capacity, K.S.B. Make including Starter panel, support wire, A. Meter etc. complete. 306 Supply and fixing of nylon jali around the slotted pipes complete as required. up to 10 meter 307 Sypply and laying of alluminium conductor pvc insulated armoured served sheathed cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm thick sand all around and protected with burnt brick on sides and on top. On surface the cable run shall be fixed on m.s clamps etc. of suitable size or as directed by the Engineer in charge , complete in all respect . the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 308 35 SQ.MM 3-1/2 core 309 Water testing chemical and bactriological 310 RAIN WATER HARVESTING 311 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 312 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil 313 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 314 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 315 Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform 316 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation-7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 317 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 318 15 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) in single coat on rough side of single or half brick wall. 319 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar 320 Supplying and fixing C.I. cover without frame for manholes : 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg 321 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. 322 All types of soil 323 400 mm dia 324 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 325 200 mm nominal size dia 326 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, onforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 327 200 mm nominal size dia 328 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 329 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. 330 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. 331 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineerin- charge. 332 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in pproved laboratory, i/c disinfection of ubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per uirement and direction of Engineer-in-charge. 333 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia 334 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia 335 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: 336 All kinds of soil 337 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 338 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 339 150 mm dia. R.C.C. pipe 340 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round P.V.C. pipes including bed concrete as per standard design: 341 150 mm diameter P.V.C. pipe 342 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 343 Constructing brick masonry road gully chamber 50x45x60 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 344 FIRE FIGHTING WORKS 345 Supply, installing, testing and commissioning of clear water packagedFire Fighting Pumping System - to be placed near water tank on Terrace ( fixed speed type) as per following details: 346 Supplying,Installation,testing & commissioning of dust & vermin proofdouble door with canopy type taperd roof wall / floor mounted compartmentlised feeder piller type cubical control Panel for fire fighting terrace pump of front area not less than 1.0 Sqmtr. and depth not less than 300 mm, made out of 2mm thick CRCAsheet with 100 Amp. 4 strip aluminium bus bars with front openable door & locking arrangement, interconnection, control wiring, intrigation with pressure switch i/c suppying & fixing following switchgears & control gears/starters etc. as required.Incomming63 Amps. TP & N SFC with HRC fuses Voltmeter (0-500 Volt) with selector switch.Ammeter (0-60 Amps.) with selector switch & CTs.Set of 3 phase indication lampSuitable HP fully automatic Star/Delta Starter with over load protection, current sensing type single phase preventor complete with all accessories and internal wiring required for automatic operation.Selector switch for local/remote, auto/manual/off operation ON/OFF indication etc. 347 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. It should be complete as per specifications & directions of Engineer-in-charge. 348 3 X 10 sq. mm (22mm) 349 Supplying & laying one number XLPE insulated PVC sheathed Aluminium Conductor armoured UG cable of1.1 KV grade Conforming to IS 7098/1988 with upto date ammendment of following size in the existing RCC/HUME/ METAL /GI /CI /Stoneware/DWC pipe/masonary Open Duct/ cable tray/ open in air etc. as requred. 350 3 core,10 sq.mm. Aluminium Armoured 351 Providing laying, testing & commissioning of C class heavy duty MS Pipe conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, excavation & providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc. of following sizes complete as required. ( For Underground ) 352 100 mm. Dia 353 Providing, laying, testing & commissioning of C class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required.(Plant Room piping/Vertical Riser/Downcomer/Floor) 354 25 mm dia 355 32 mm dia 356 40 mm dia 357 50 mm dia 358 65 mm dia 359 80 mm dia 360 100 mm dia 361 Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required : 362 Single headed Gunmetal 363 Supplying and fixing Single headed external yard hydrant valve with 1 No. 63 mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast iron wheel, ISI marked, conforming to IS 5290 (type A) with blank Gunmetal/Stainless Steel cap and chain as required : 364 Single headed Gunmetal 365 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 366 100 mm dia 367 Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required. 368 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : 369 100 mm dia 370 Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange. 371 100 mm dia 372 Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required : 373 Gun Metal 374 Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required.20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 1258520 mm nominal internal dia gun metal globe valve & nozzle.Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.36 m 375 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required : 376 Gun metal 377 Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required : 378 2 way-100 mm dia M.S. Pipe. 379 Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint of approved shade as required. 380 Providing, fixing, testing & commissioning of 15mm dia quartzoid bulb type sprinklers of rating 68 degree centigrade with required accessories : 381 Upright Sprinkler 382 Providing & fixing flow switch in following sizes M.S. pipe including connection etc as required. 383 100mm dia 384 Providing, fixing, testing & commissioning of installation control valve of cast iron body, brass/bronze working parts comprising of water motor alarm, bronze seat clapper, clapper arm and hydraulically driven mechanical gong bell to sound continuous alarm when the wet riser/sprinkler system activates, pressure gauges, emergency releases, strainer, pressure switch, cock valve complete with drain valve and bypass, test control box, ball valves, MS pipe of required size, flanges, orifice plate, gasket etc of follwing sizes as required 385 100mm dia 386 Supply, fixing, testing and commissioning of screwed type brass/bronze lever operated ball valve of full flow with stainless steel ball (AISI 304 & spindle AISI 410) with setting & gland of superior quality having minimum working pressure of 16 kg/sqcm. 387 25 mm Dia 388 Providing and fixing 25 mm dia inspection & testing assembly with gun metal ball valve, gun metal sight glass ,Reducer ,union, G.I PIPE. connection to drain pipe/riser. 389 Providing and fixing in position the industrial type pressure gauges with gun metal / brass valves complete as required 390 Providing and fixing standard firemans axe with heavy insulated rubber handle conforming to IS: 926 complete. 391 Providing & Fixing of MS door made up of 16 gauge MS Sheet capable of accommodating fire hose reel, landing valve, hose pipes, fittings, 1 No. CO2& 1 No. Dry podwer type portable fire extinguishers & accessories. The door shall have a front glass with lock and key arrangement & shall be painted with one coat of primer & two coat of finished stove enamelled post office red colour paint & FIRE HOSE written on front. (Approx. size of door: 2100 mm HEIGHT, WIDTH OF DOOR AS PER SHAFT SIZE ) 392 Providing and fixing hose cabinet of size 750mmX600X250mm made of 16 gause thick MS sheet with 4 mm thick float glass doors in front painted FIRE in red paint i/c recessary locking arrangement suitable to accommodate external hydrant with butterfly valve 2 nos. 15 mtr. long hose pipe. 1 no. brach pipe mounted on wall or raised brick platform & duly painted with post office red externally and white internally with synthetic enamel paint complete in all respects for external hydrant. as directed by Engineer-in-Charge. 393 Providing, Fixing, testing and commissioning of resilient rubber lined single arch vibration eliminators suitable for raw water up to 45 deg. C temperature, working pressure 11 Kg/cm2 and test pressure 16 Kg/cm2 to provide relief from stresses at pipe flanges. 394 80 mm dia 395 Supply and fixing of 4 Nos G.I round bottom FIREBUCKETof 9 LTR. Capacity field with stand including proper supporting /mounting arrangement MS Angle Iron Frame painted by fire red colour over 2 coats of red oxide paint and written with white paint FIREcomplete in all respects as per direction of Engineer Incharge . 396 Providing, storing, handling, shifting, installation, testing and commissioning of halon free portable fire Extinguishers as described below: 397 Concealed work, including cutting chases and making good the walls etc. 398 Providing and fixing of 4.5 Kg. carbon-di-oxide type fire extinguishers consisting of welded M.S. cylinderical body, squeeze lever discharge valve fitted with pressure indicating guase ingernal discharge tube 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket conforming ro IS:15683 finished externally with re enamel paint and fixed to wall with brackets complete with internal charge. 399 Providing and fixing 6.0 Kg. ABC Powder type fire extinguishers consisting of welded M.S. cylinderical body, squeeze lever discharge valve fitted with pressure indicating guase internal discharge tube 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket conforming to IS:15683 finished externally with re enamel paint and fixed to wall with brackets complete with inernal charge. 400 Providing, fixing, testing and commissioning of 50 Litres (trolley mounted) Mechanical Foam type Fire Extinguisher. In HP Mild Steel Cylinders ISI marked TAC approved fitted with pressure indicating gauge, internal tube, squeeze lever type valve fully charged complete in all respects including wall suspension bracket / trolley mounted and confoming to IS:13386 . 401 Providing, fixing, testing and commissioning of CO2 type Fire Extinguisher of capacity 22.5 kg filled with Co2 Gas as per IS 15222 with controll discharge mechanism fitted with Hose, Horn & TROLLEYconfirms to IS 2878 bearing ISI mark. Co2 Cylinder as per IS 7285. 402 Providing and fixing 2 kg capacity clean agent-HFC 236FA Stored Pressure type fire extinguisher ISI marked under IS:15683 complete with importedNovec 1230 manufactured by 3M, with Zero Ozone Depeltion Potential and Very Low Global Warming Potential of 1 with 20 Years Blue Sky Warantee against any regulatory Bans and Restrictions. 403 ELECTRICAL WORK 404 WIRING 405 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 406 Group C 407 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. 408 Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steelconduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. 409 Group C 410 Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required. 411 1 or 2 Module (75mm×75mm) 412 3 Module (100mm×75mm) 413 4 Module (125mm×75mm) 414 6 Module (200mm×75mm) 415 8 Module (125mm×125mm) 416 12 Module (200mm×150mm) 417 Supplying and fixing following modular switch / socket on existing modular plate and switch box including connections but excluding modular plate etc as required. 418 5/6 amps switch 419 2 way 5/6 amps switch 420 15/16 amp switch 421 3 pin 5/6 amp socket outlet 422 6 pin 15/16 amp socket outlet 423 Telephone socket outlet 424 TV antenna socket outlet 425 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 426 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. earth wire. 427 2 x 2.5 sq.mm. + 1 x 2.5 sq.mm. earth wire. 428 2 x 4 sq.mm. + 1 x 4 sq.mm. earth wire 429 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. 430 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 431 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 432 Installation of exhaust fan in the existing opening , including making good the damage, connection, testingcommissioning etc. as required. 433 (a): Up to 450mm sweep 434 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 435 Extra for fixing the louvers / shutters complete with frame for a exhaust fan of all sizes. 436 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, “C” curve including connections, painting etc. as required. 437 Installation, testing and commissioning of ceiling fan,including wiring the down rods of standard length (upto 30 cm) with 1.5sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 438 Providing and fixing M.S. Fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete as required. 439 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 440 Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. 441 20 mm 442 25 mm 443 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 444 20 mm 445 25 mm 446 Supplying and fixing 25 mm dia MS flexible pipe with PVC coating along with all ancillaries and accessories like coupler etc. as required. 447 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required 448 Supplying and fixing Data Socket Outlet including modular base and cover plate and 1.6mm thick GI Box etc, complete as required with all acessories and upto the satisfaction of engineer-in-charge. 449 Supply, Installation, Testing & Commissioning of LSZH Cat 6 unshielded twisted pair computer cable with 23 AWG solid copper conductors in existing concealed / surface conduits / Raceways, complete as required and as per technical specifications. (for DATA & Voice outlets) (From ONT box / Rack to Outlets). 450 DISTRIBUTION BOARD 451 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/ RCCB / Isolator). 452 8 way , Double door 453 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as r.equired. (But without MCB/RCCB/Isolator). 454 6 way (4 + 18), Double door 455 8 way (4 + 24), Double door 456 Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally usedwhere 3 phase outlets are required.) 457 12 way (4 + 36), Double door 458 Supplying and fixing Cable End Box (Loose Wire Box) suitable for following single pole and neutral, sheet steel, MCB distribution board, 240 Volts, on surface/ recess, complete with testing and commissioning etc. as required. 459 For 8 way, Double door SPN MCBDB 460 Supplying and fixing Cable End Box (Loose wire box) suitable for triple pole and neutral, sheet steel, Vertical MCB distribution board, 415 V, on surface/ recess, complete with testing and commissioning etc. as required. 461 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 462 Single pole 463 Supplyingand fixingsingle pole, blanking plate in the existing MCB DB complete etc. as required 464 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 465 25 A 466 40 A 467 63 A 468 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 469 12 way (4 + 36), Double door 470 Supplying and fixing Cable End Box (Loose Wire Box) suitable for following triple pole and neutral, sheet steel, MCB distribution board, 415 Volts, on surface/ recess, complete with testing and 471 For 8 way, Double door FP MCBDB 472 Supplying and fixing of following MCBs, 415 volts, C curve, miniature circuit breaker suitable for inductive load offollowing poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 473 25A 4P MCB 474 40A 4P MCB 475 63A 4P MCB 476 EARTHING 477 Earthing System 478 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 Meter long etc. with charcoal/ coke and salt as required. 479 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 Meter long etc. with charcoal/ coke and salt as required. 480 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 481 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. 482 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 483 LT CABLES & TERMINATIONS 484 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 485 Above 35 sq. mm and upto 95 sq. mm 486 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size on cable tray as required. 487 Upto 35 sq. mm (clamped with 1mm thick saddle) 488 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) 489 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 490 4 X 25 sq. mm (28 mm) 491 3½×70 sq.mm (38mm) 492 Supplying, unloading, storing of following sizes of 1.1 kV grade XLPE insulated, FRLS outer sheath (Heavy duty) Aluminium/copper conductor, armoured/unarmored cables as per mentioned code, suitable for working voltage upto and including 1100 Volts,to be laid and tied on existing overhead cable trays; or buried underground or laid and tiedover MS supports in masonry trenches alongwith the test report of following sizes of cable to be submitted by the contractor at the time of delivery of material at site. 493 3.5C X 70 Sqmm Al. Armd. 494 4C X 25 Sqmm Al. Armd. 495 4C X 6 Sqmm Cu. Armd. 496 3C X 6 Sqmm Cu. Armd. 497 1C X 6 Sqmm Flexible wire including termination 498 Supplying following 1.1kV grade, XLPE insulated, FRLS type control cables,suitable for 415V, 50Hz, AC system, with inner and outer PVC sheath, outer sheath provided with FRLS insulation and with all components as mentioned in BOQ, specifications and schedule, complete as required. 499 4C X 2.5 sqmm copper conductor 500 6C X 2.5 sqmm copper conductor 501 Supplying and making end termination with brass compression gland and copper lugs for following size of PVC insulated and PVC sheathed / XLPE copper conductor cable of 1.1 kV grade as required. 502 4C X 6 Sqmm Cu. Armd. 503 3C X 6 Sqmm Cu. Armd. 504 CABLES MANAGEMENT 505 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 506 100 mm width x 50 mm depth x 1.6 mm thickness 507 150 mm width x 50 mm depth x 1.6 mm thickness 508 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray bends (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 509 100 mm width X 50 mm depth X 1.6 mm thickness 510 150 mm width X 50 mm depth X 1.6 mm thickness 511 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray Tee (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 512 100 mm width X 50 mm depth X 1.6 mm thickness 513 150 mm width X 50 mm depth X 1.6 mm thickness 514 LIGHTING FIXTURES & FANS 515 The CRI of the fixtures used in should be minimum 90. LED binning < 3-Step MacAdam UGR<19All fixtures shall be with prismatic diffuser. All light fixtures shall be LED having LM79 and LM80 certification from NABL accreditedlaboratory and relevant approved IES files for Dialux. Before dispatch of approved light fixtures,third party test shall be carried out by NABL accredited lab and the test reports shall be submitted.The Service Life of the fixture including driver/control gear should be minimum 50,000 burning hours. The THD should be less than 10%.The housing of the indoor fixtures should be extruded aluminium/CRCA.The IP category should be IP20 or higher for indoor applications and IP65 or higher for outdoorapplications. The Surge Protection to be provided conforming to relevant IS standards/IEC 61643-II Class-2 &EN 61643-II Type-2. The manufacturer’s name/logo should be engraved/embossed on the housing/body or Name/Logo onaluminium plate labels or Name/logo printed on housing/body. The warranty period on complete luminaire including driver/control gear, LED, all accessories should be 5 years from the actual date of completion of work. The Power factor should be 0.95 or higher.All light fixtures (internal/external) and drivers shall be BIS certified. The manufacturer shall submitBIS certificates with respective R codes for each fitting and driver for approval before execution. Number of fittings shall be provided on the basis of average illumination range for different areasmentioned below subject to maximum LPD specified in CPWD internal specification 2013 & ECBC 2017 (ECBC+ Building). All the light fixtures used for indoor applications should be available with DALI Dimmable driver option (for Apartments & Club Areas) 516 2ft x 2ft LED Panel - Surface Mounted.- Wattage : 30W -36W - Minimum System Efficacy-120 lm/W. 517 Downlight - Surface Mounted.- Wattage : 10W -15W - Minimum System Efficacy-120 lm/W. 518 Wall Bracket light- Wall Mounted.- Wattage : 10W -15W - Minimum System Efficacy-120 lm/W. 519 4ft LED Batten Tube Light -Surface Mounted.- Wattage : 36W -40W - Minimum System Efficacy-120 lm/W. 520 4ft LED Batten Tube Light -Wall Mounted (IP-65)- Wattage : 36W -40W - Minimum System Efficacy-120 lm/W. 521 Mirror Light.- Wattage : 5W -10W 522 Bulkhead Wall mounted - Lumen Package 700 lm- Minimum System Efficacy - 100 lm/W 523 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 140-285V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 524 Supply, Installation ,Testingand Commissioning of Exhaust fansforexhaust air as shown on drawings. Eachfan shall be complete with permanent split capacitor, mountingplate andaccessorieslike wire guard, birdscreen andgravitylouvers forweatherprotection as required. Fan selection, arrangement andelectrical characteristics shall be as follows: 525 450 mm dia 900/1400 RPM fan suitable for 220+6%Volts, 50 Hz, single phase AC supply. 526 Main L.T. Panel :Supply& Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entrise Electrical control panel with TPN ACB (65 KA,4Pole Elect draw out , Micor processer Release IPR2) and TPN MCCBs (Four Pole 36 KA with thermal magnatic release) Switches and instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type/digital ammeter Voltmeter,Selector switches for ammeter and Voltmeter, instrument fuses, current transormer etc. The Board shall have suitable capacity electrolytic aluminium busbars as per IS8623 insulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/ DMC support with detEachable side covers and shall be suitable for extension on the sides. The switches entry boxes shall be complete with suitable cable end boxes reverse. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above Will be provided with Amp Metre, current transfomers and selector switches etc and insurtrment fuse. The switch board shall be fabicated with CRCA sheet with a minimum thickness of 1.6 mm/2mm.Cubicle type switch board shall be of cat A & B Only. CAT. B Cubicle TypeIncoming - 527 1600 Amp /415 Volt ACB -1 No.Bus-Bar -1600 Amp /415 Volt ACB -1 No.Outgoing -200 Amp MCCB - 1 Nos.( to Audi block light panel )400 Amp MCCB - 1 Nos.( to Audi block AC panel )630 Amp MCCB - 1 Nos.( to fedder pillar panel )250 Amp MCCB - 1 Nos.( to fire pump room panel )40 Amp FP MCCB - 4 Nos.(Street light feeder pillar panel)200 Amp FP MCCB - 2 Nos.(Spare) 528 Bus-Bar -1600 Amp /415 Volt ACB -1 No.Outgoing -200 Amp MCCB - 1 Nos.( to Audi block light panel )400 Amp MCCB - 1 Nos.( to Audi block AC panel )630 Amp MCCB - 1 Nos.( to fedder pillar panel )250 Amp MCCB - 1 Nos.( to fire pump room panel )40 Amp FP MCCB - 4 Nos.(Street light feeder pillar panel)200 Amp FP MCCB - 2 Nos.(Spare)FEEDER PILLAR PANEL: 529 Incoming -630 Amp MCCB - 1 No.Outgoing - 200 Amp 4P MCCB - 3 Nos. 100 Amp 4P MCCB - 2 No.100 Amp 4P MCCB - 1 No. 40 Amp 4P MCCB - 1 No. (for Spare)(Complete as per requirment directed by Project Manager.) 530 Design, manufacture, testing at works, supply, including supervision during installation testing & commissioning of following floor / wall mounted clad switchboard, factory built, modular, sectionalised, dead front, fully compartmentalized with hinged lockable detachable front & back openable, Form IIIB type extensible Partial Type Tested Assembly, IEC-60439 compliant LT cubicle panel of suitable size, suitable for operation on 415 volts, 50 Hz AC 3 phase 4 wire supply system fabricated from powder coated CRCA sheet steel, with all load bearing members of minimum 2mm thickness , all non-load bearing members of minimum 1.6mm thickness and minimum 3mm thick gland plates. The panels shall be fabricated in easily transportable sections, length, height, depth etc. to match with site condition, having vibration free structure with stiffeners provided as required. EXTERNAL LIGHTING PANEL 531 Supplying, installation, testing and commissioning of micro processor based intelligent addressable main fire alarm panel, central processing unit with the following loop modules and capable of supporting not less than 240 devices (including detectors) and minimum 120 detectors per loop and loop length up to 2 km, network communication card, minimum 320 character graphics/ LCD display with touch screen or other keypad and minimum 4000 events history log in the non volatile memory (EPROM), power supply unit (230 ± 5% V, 50 hz), 48 hrs back-up with 24 volt sealed maintenance free batteries with automatic charger. The panel shall have facility to connect printer to printout log and facility to have seamless integration with analog/digital voice evacuation system (which is part of the schedule of work under SH: PA System) and shall be complete with all accessories . The panel shall be compatible for IBMS system with open protocol BACnet/ Modbus over IP complete as per specifications. Two Loop Panel. 532 Supplying, installation, testing & commissioningof intelligent analog addressablephotothermaldetectorcompletewithmountingbase complete as required. 533 Supplying, installation, testing & commissioning of response indicator on surface/recessed MS Box having two LED, metallic cover complete with all connections etc as required. 534 Supplying, installation, testing & commisssioning of intelligent addressable programmable sounder complete as required. 535 Supplying, installation, testing & commissioning of fault isolator complete with base as required. 536 Supplying, installation, testing & commissioning of intelligent addressable thermal detector with rate of rise cum fixed tempreature thermistor complete with base as required. 537 Supplying, installation, testing & commissioning of addressable fire control module complete as required. 538 Supplying, installation, testing & commissioning of addressable manual call point complete as required. 539 Supplying, installation, testing & commissioning of addressable horn cum strobe complete as required. 540 Supplying, installation, testing & commissioning of intelligent interface unit BACnet/ Modbus protocol i.e. supplying communication links between building management system and fire alarm control panel complete as required. 541 Supplying and fixing 25 mm dia MS flexible pipe with PVC coating along with all ancillaries and accessories like coupler etc. as required. 542 Supplying & laying of 2x1.5 sqmm fire survival armouredcable, 600/1000V rated with annealed copper conductorhaving glass mica fire barrier tape covered by an extrudedlayer of Cross Linkable Ethylene Propylene Rubber (EPR)insulation and LSZH inner bedding, steel wire armouring & LSZH outer sheath complete as required. 543 Supplying & Fixing in position GI Box for installation of detectors on true Ceiling complete as required to do the job in all respect in accordance with laid specification or upto the satisfaction of engineer in charge. 544 Supply, installation,testing and commissioning of EXIT light, self contained 6W luminaire complete with flush mounting frame ,sign label,fluorescent tube and battery and with label EXIT/RIGHT/LEFT/UP/DOWN as required.. 545 Supplying, installation, testing & commissioning of 6 zone, voice alarm controller with USB, MP3 player (including 6 zone button paging station) with seamless integration facility with main fire alarm panel for voice evacuation complete as required. 546 Supplying, installation, testing & commissioning of 1.5/3/6W ceiling speaker complete as required. 547 Supplying, installation, testing & commissioning of digital audio amplifier 150 Watt, 25V rms operating at 240 Volt AC Supply complete as required. 548 SITC of 1X500W/480W Class-D Amplifier with 2 independent channels and can provide automatic re-settable overcurrent, overload, overheating, overvoltage, under-voltage and DC protection 549 Supplying, installation, testing & commissioning of Voice command keypad 6 zone, with microphone assembly complete as required. 550 Supplying and drawing of cable Fire Retardant PVC insulated copper conductor cable in the existing surface / recessed steel conduit of following pairs, cores and size including connections and interconnections etc. as required. 551 speaker cable Two pair, 2-core, 1.5 sqmm 552 Supplying and fixing 25 mm dia MS flexible pipe with PVC coating along with all ancillaries and accessories like coupler etc. as required. 553 UPS & INVERTERS 554 Supply, installation, testing and commissioning of 10 kVA UPS, 3 phase (415 V + 15%) Volts input & 3 phase output (440 V + 1%), 50 Hz, 100% IGBT inverter & converter, Input harmonic Current THD 3% typical at 100% load, 6% maximum at 50% load and 30 min battery backup for UPS along with battery cabinet complete in all respect including supporting steel structure for UPS and Battery as required. Quotedprice shall be inclusiveof approved rating single core copper conductor cable connecting UPS and batteries. 555 EXTERNAL LIGHTING 556 Pole Light -Pole mounted - Lumen Package -4000/6500/7200/9200 lm- Minimum System Efficacy - 120 lm/W 557 Bollard - Surface mounted - Lumen Package - 300/400 lm - Minimum System Efficacy - 35 lm/W 558 Supply, Installation, Testing & Commissioning of Recessed Inground Up Light fixture 10 Watt LED , integral driver, protection IP 66, CLASS I as complete as required. (Tree Up Lighting) 559 Supply, installation, testing & commissioning of LED Post Top Luminaire consuming a system wattage of 36 - 42W & the luminaire shall be with system efficacy >75lm/W. Housing: Die Cast Aluminium , IP66 ,The operating CCT shall be 5700K with CRI of ≥70. The luminaire shall be with BIS Registered electronic driver with input voltage range of 150 to 270V , THD ≤ 10% & PF ≥ 0.9, 50,000 Hrs LED Life with L70 Criteria.The LED Driver shall be easily avaiable in India for repair and service. The LED shall be SMD type. Luminaire shall have minimum surge protection of 4KV.The luminaire shall be with following certifications: LM79& LM80 issued by LED manufacture along with Photo Biological Safety Standard. CAT REF: LT Primus PT 40Wor approved Equivalent. 560 Height = 5 MetresTop dia = 70mmminBottom Dia = 130mm minThickness =3mmSingle arm pole suitable for mounting of with base plate of size 200 mm x 200 mm x 12 mm thick, suitable for mounting of light fixture 561 Height = 6 MetresTop dia = 70mmminBottom Dia = 155mm minThickness =3mmSingle arm pole suitable for mounting of with base plate of size 260 mm x 260 mm x 16 mm thick, suitable for mounting of light fixture 562 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc..direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 563 63 mm dia (OD-63 mm & ID-51 mm nominal) 564 120 mm dia (OD-120 mm & ID-103 mm nominal) 565 EXTERNAL LIGHTING PANELIncoming :One (1) No 100 Amp. 4P MCCB of 25KABreaking capacity Metering :One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with control fuse & selector switch.One (1) No. (0-100A) 96 x 96 Sqmm CT operated Ammeter with selector switch, CTs etc.One (1) No. of Phase Indication Lamp each incomingBus Bar :One (1) No. 120 Amp.TPN aluminimum bus bar of suitable length.Outgoing :10 No.16 Amp DPMCB. (10 KA)SPARE & SPACE - 2 NoPanel described as above 566 SUBHEAD IV-MISCELLANEOUS 567 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc. in the existing trench, complete as required. 200mm Dia200mm dia 568 SUBHEAD V-EXTERNAL LIGHT 569 Conical Arch Street Lighting Pole of 6000mm Height suitable for mounting street light luminaires, made out of hot rolled steel grade E250, as per IS 2062:2011 and designed suitably for wind speedupto 50m/s wind conforming to IS 875: PART -3:1987. The perfect conical profile extends from the square base plate of MS (grade E250) of size 300mmx300mm, 16mm thick and facilitated with 4 elongated slots 48mm x 24mm at CC 215mm to suit the 500mm, J-type, M20 bolts (Grade 4.6). The cable entry hole Ø70mm is provided at the centre of the baseplate. The continuously tapered pole shall have top Ø 70 mm and bottom Ø 155 mm, 3mm thick suitable to mount an artistically designed and angularly curved arm bracket that suits the conical form factor of the pole. The pole should be Arched on the top to mount the luminaire with the help of bracket. A base compartment for weather proof control box is provided at a height 300mm above the base plate with a die cast door contoured to the poless shape housing the gear tray, prewired with 2.5 Sq.mm cable, Siemens/Anchor make MCB, terminal connectors for loop in loop out arrangement. The make of poles should be as per Ligman/RR Ispat/Klite. The surface preparation of the pole & components shall be done by shot blasting which is environmentally safe eliminating the chemical and acid use and ensuring the thorough removal of impurities like, rust, oxides and other unwanted particles from the surface for high standard coating. The surface finish of the pole shall be Zinch rich primer coat & pure polyester powder coating providing 60 Microns DFT. with KL 4392 Avenue 100, Dimension 526x174 x 90 mm wattage upto 100w LED 570 Supply, Installation, Testing and Commissioning of LED RGB / RGBW flood lighting luminaire for facade lighting with Die-cast aluminium housing, powder-coated finish, of following wattage. Luminaire shall be capable of producing dynamic color changing light for with 16 million colors by DMX / Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100-270VAC, 50Hz with powerfactor > 0.9. Fixture shall be suitable to operate at an ambient temperature range of -10°C to + 50°Cand shall be IP65 and IK06 rated. Life time shall be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS (IS10322 and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required. 30 W 571 Supply, Installation, Testing and Commissioning of LED RGB / RGBW Linear Wall Washer luminaire for Facade lighting with aluminium extruded housing, of following wattage. Luminaire shall be capable of producing dynamic color changing light with 16 million colors by DMX / Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100 to 270 VAC, 50 Hz, power factor > 0.9. Fixture shall be suitable to operate at ambient temperature range of-10°Cto+50°Cand shall be IP65 and IK06 rated. Life time should be at least L70 : 50000 burning hours at 50 C. Luminaire shall be conforming to BIS and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required. 25 W 572 SITC OF DG SETS 573 Design, manufacturing, testing at works, supply of 3 Phase, 415V, 50 Hz and 1500 RPM Diesel Generator Set of following ratings. Engine shall be complete with turbo charger, base frame, lube oil system, Heat Exhanger (HE cooled), Control Panels, Electric Starter 24V DC, required batteries, battery charging alaternator, electronic governor, instrumentation, day service diesel fuel tank, exhaust silencers including insulation, engine mounted control panel with monitoring and alarm features, utility piping, anti-vibration pads, Alternator direct coupled to Engine along with static excitation system and AVR Panel, and all required accessories complete as required and as per the specifications. The scope of work shall not include AMF Panel, cabling and earthing. DG shall be procured to the standards as in MoEFCC notification No.Q-1s017losl 2OL2-CPW and GSR 804(E) dated 03.1 1 .2022 The DG Set shall be provided with genset controller for AMF,Auto-load sharing, and shall have electrical and mechanical parameter monitoring. The controller shall include following electrical protections - under & over frequency and voltage, overload (KW), overcurrent, short circuit, reverse power, excitation failure etc. 62.5 KVA(with Acoustic Enclosure) 574 Supply of 4mm thick MS diesel day oil tank duly painted with two coats of primer after pre-treatment, and one coat of synthetic enamel paint with manhole, inlet and outlet connections with gate valves, drain plug, piping between tank and engine incase of inbuilt day oil tank, vent, mechanical oil level indicator, low level/ high level alarms, including support arrangement etc. mounted on suitably painted MS staging to maintain gravity flow of diesel oil from tank to DG Set. 575 120 Litres Capacity for 62.5kVA DG set 576 Fuel Pipe Line & Misc. Items Works 577 Supply, installation, testing & commissioning of 40mm dia MS C Class fuel supply and return piping from diesel day oil tank to the DG Set, including all necessary fittings like tees, bends, ball valves etc. complete in all respects as per the specifications. 578 Supply, installation, testing & commissioning of 25mm dia MS C Class fuel supply and return piping from diesel day oil tank to the DG Set, including all necessary fittings like tees, bends, ball valves etc. complete in all respects as per the specifications. 579 Providing and fixing of Valves and NRV for fuel line of following sizes: 580 40mm ball valve 581 25mm ball valve 582 40mm NRV valve 583 25mm NRV valve 584 BOUNDARY WALL WITH GATES 585 CARRIAGE OF MATERIALS 586 Carriage of good earth by mechanical transport including loading, unloading and stacking (upto 20KM) 587 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil 588 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 589 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 590 Centring and shuttering including strutting,propping etc. and removal of form for 591 Foundations, footings, bases of columns etc. for mass concrete. 592 Lintels, beams, plinth bams, griders, bressumers and cantilevers. 593 Columns,Pillars, Piers, Abutments, Posts and Struts 594 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 595 Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 596 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 597 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum 598 All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum 599 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 600 300 mm dia piles 601 Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 602 300 mm dia piles 603 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 604 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 605 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 606 Hot finished welded type tubes 607 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 608 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 609 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). 610 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 611 Painting with synthetic enamel paint of approved brand and manufacture of required color to give an shade. Two or more coats on new work including priming coat of ordinary paint approved brand. 612 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 613 Providing & fixing galvanized low carbon wire, anealed wire Chicken mesh formed by twisting two adjacent wires at least four times, forming a hexagonal shaped strong honeycomb mesh structure on joints of RCC & Brick work before plastering, of required gauge (not less than 21 gauge)and size with nails etc. complete as specified in drawing and as per the Direction of Engineer-in-charge. 614 Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with machine cut edges of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). 615 White sand stone - 30mm thick gang saw cut stone 616 Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/ rectangular tube in the required pattern as per architectural drawing, including cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 300x230x300mm, including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the steel work will be given a priming coat of Zinc primer as approved by Engineer-in-charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-incharge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid). 617 Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-incharge. 618 Applying breathable, non-reactive, antifungal, and water repellant Silane/Siloxane chemical as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacture, diluted with solvent mineral Turpentine oil in the ratio of 1:12 (One part of approved chemical :12 Part of Turpentine oil), on the existing sand stone masonry surface with two or more coats to give uniform application of chemical on the surface, all complete as per direction of Engineer-In-charge (The rate is inclusive of all materials & labours involved except scaffolding). 619 ESS 620 Carriage of good earth by mechanical transport including loading, unloading and stacking (upto 20KM) 621 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 622 All kinds of soil 623 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 624 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 625 Supplying chemical emulsion in sealed containers including delivery as specified. 626 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 627 Diluting and injecting chemical emulsion for pre-constructional anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. 628 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 629 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 630 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 631 Centring and shuttering including strutting,propping etc. and removal of form for 632 Foundations, footings, bases of columns etc. for mass concrete. 633 Suspended floors, roots, landings, balcnies and access platform. 634 Shelves (Cost in situ) 635 Lintels, beams, plinth bams, griders, bressumers and cantilevers. 636 Columns,Pillars, Piers, Abutments, Posts and Struts 637 Weather shade, Chajjas, corbels etc., including edges 638 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured) Suspended floors, roofs, landing, beams and balconies (Plan area to be measured). 639 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 640 Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 641 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 642 All works upto plinth level 643 Concrete of M25 grade with minimum cement content of 330 kg /cum 644 All works above plinth level upto floor V level 645 Concrete of M25 grade with minimum cement content of 330 kg /cum 646 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :300 mm dia piles 647 Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 648 300 mm dia piles 649 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 650 Cement mortar 1:6 (1 cement : 6 coarse sand) 651 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 652 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100mm/125mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. 653 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 654 Hot finished welded type tubes 655 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 656 80x1.25 mm M.S. laths with 1.25 mm thick top cover 657 Providing and fixing ball bearing for rolling shutters. 658 Extraforprovidingmechanicaldevice chain andcrankoperation for operating rolling shutters. 659 Exceeding 10.00 sqm and upto 16.80 sqm in the area. 660 Extra for providing grilled rolling shutters manufactured out of 8mm dia.M.S. bar instead of laths as per design approved by Engineer-in-charge.(area of grill to be measured). 661 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 662 25 mm thick 663 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 664 15 mm cement plaster on the rough side of single or half brick wall of mix : 665 1:6 (1 cement: 6 coarse sand) 666 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). 667 6 mm cement plaster of mix : 668 1:3 (1 cement : 3 fine sand) 669 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 670 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 671 Painting with synthetic enamel paint of approved brand and manufacture of required color to give an shade. 672 Two or more coats on new work including priming coat of ordinary paint approved brand. 673 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 674 Providing & fixing galvanized low carbon wire, anealed wire Chicken mesh formed by twisting two adjacent wires at least four times, forming a hexagonal shaped strong honeycomb mesh structure on joints of RCC & Brick work before plastering, of required gauge (not less than 21 gauge)and size with nails etc. complete as specified in drawing and as per the Direction of Engineer-in-charge. 675 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineering-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineering-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120 mm and minimum thickness at khurra as 65mm. 676 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 677 In 75x75 mm deep chase 678 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. 679 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and paneling to be paid for separately) : For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron) 680 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required (Fittings shall be paid for separately). 681 Powder coated aluminium (minimum thickness of powder coating 50 micron) 682 Providing and fixing 6 mm thick high performance toughened glass from approved manufacturer complete in all respects as per direction of the Engineer-in-charge. (Required properties Solar factor 0.43, U-Value (W/sq.m-K) 5.6, Visible light transmittance 0.43). The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 683 GUARD ROOM 684 Carriage of good earth by mechanical transport including loading, unloading and stacking 685 (upto 20KM) 686 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 687 All kinds of soil 688 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 689 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 690 Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 691 Diluting and injecting chemical emulsion for pre-constructional anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. 692 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 693 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 694 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 695 Centring and shuttering including strutting,propping etc. and removal of form for 696 Foundations, footings, bases of columns etc. for mass concrete. 697 Suspended floors, roots, landings, balcnies and access platform. 698 Shelves (Cost in situ) 699 Lintels, beams, plinth bams, griders, bressumers and cantilevers. 700 Columns,Pillars, Piers, Abutments, Posts and Struts 701 Edges of slabs and breaks in floors and walls Under 20 cm wide 702 Weather shade, Chajjas, corbels etc., including edges 703 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. 704 Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 705 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 706 All works upto plinth level 707 Concrete of M25 grade with minimum cement content of 330 kg /cum 708 All works above plinth level upto floor V level 709 Concrete of M25 grade with minimum cement content of 330 kg /cum 710 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 711 300 mm dia piles 712 Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 713 300 mm dia piles 714 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 715 Cement mortar 1:6 (1 cement : 6 coarse sand) 716 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 717 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 718 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 719 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 720 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured): 721 Rectangular or square. 722 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 723 1.0 mm thick 724 Providing and fixing approved brand and manufacture SS 304 Lever Handle D-type, 22mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 725 Providing and fixing approved brand and manufacture SS 304 grade SS 304 grade Mortise Dead Lock with 60mm Backset fixed fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 726 Providing and fixing approved brand and manufacture SS 304 grade Tower bolt 250mm long with 10mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 727 Providing and fixing approved brand and manufacture SS 304 grade wall mounted door buffer fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 728 Providing and fixing approved brand and manufacture SS 304 grade Door Stopper - door mounted hanging type fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 729 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 730 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 600 mm 731 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600 x 600 mm 732 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade 733 Area of slab upto 0.50 sqm 734 Area of Slab over 0.50sqm 735 Extra for providing edge moulding to 18mm thick marblestone counters, Vanities etc. including machine polishing to edge to give high glossfinishetc.completeasper designapprovedbyEngineer-in-Charge. 736 Granite work. 737 Extra for fixing marble /granite stone over and abovecorresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete. 738 15 mm cement plaster on the rough side of single or half brick wall of mix : 739 1:6 (1 cement: 6 coarse sand) 740 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). 741 6 mm cement plaster of mix : 742 1:3 (1 cement : 3 fine sand) 743 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 744 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : 745 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 746 Painting with synthetic enamel paint of approved brand and manufacture of required color to give an shade. 747 Two or more coats on new work including priming coat of ordinary paint approved brand. 748 Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 749 Providing & fixing galvanized low carbon wire, anealed wire Chicken mesh formed by twisting two adjacent wires at least four times, forming a hexagonal shaped strong honeycomb mesh structure on joints of RCC & Brick work before plastering, of required gauge (not less than 21 gauge)and size with nails etc. complete as specified in drawing and as per the Direction of Engineer-in-charge. 750 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 751 12.5 mm thick tapered edge gypsum moisture resistant board 752 Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595mm of approved texture, design and patterns as per CPWD Specification 2019, to be laid in true horizontal level suspended on inter-locking metal T-Grid of hot dipped galvanised iron section of 0.33mmthick (galvanized @ 120 grams per sqm including both sides)comprising of main-T runners of size 24x38 mm of length 3000 mm, cross - T of size 24x32 mm of length 1200 mm and secondary intermediate cross-T of size 24x32 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 12x50 mm long dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 76x25x25x1.6mm fixed with grid and Z cleat of size 25x37x25x1.6mm thick with precut hole on both 25mm flange to pierce into 12x50mm or even bigger size dash fastener if require, fixed with Glavanised iron perimeter wall angle or size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450mm center to center and 40 mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. 753 With 15 mm thick Tegular edged light weight calcium silicate false ceiling tiles 754 Providing and fixing tiled false ceiling of approved materials of size 595x595 mm in true horizontal level suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 gsm/sqm, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38mm made from 0.30mm thick (minimum) sheet, spaced at 1200mm center to center and cross T of size 24x25mm made of 0.30mm thick (minimum) sheet, 1200mm long spaced between main T at 600mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600mm and size 24x25mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600mm panel to form grids of 600x600mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, wherever, required, cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 x mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete at all heights as per specifications drawings and as directed by Engineer-in-charge.GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. 755 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineering-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineering-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120 mm and minimum thickness at khurra as 65mm. 756 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase 757 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. 758 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and paneling to be paid for separately) :For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron) 759 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required (Fittings shall be paid for separately). 760 Powder coated aluminium (minimum thickness of powder coating 50 micron) 761 Providing and fixing 6 mm thick high performance toughened glass from approved manufacturer complete in all respects as per direction of the Engineer-in-charge. (Required properties Solar factor 0.43, U-Value (W/sq.m-K) 5.6, Visible light transmittance 0.43). The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 762 UNDER GROUND TANK (UGT) 763 Carriage of good earth by mechanical transport including loading, unloading and stacking 764 (upto 20KM) 765 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 766 All kinds of soil 767 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 768 All kinds of soil (From 1.5 to 3 m depth) 769 All kinds of soil (From 3.00 to 3.50 m depth) 770 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 771 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 772 Centring and shuttering including strutting,propping etc. and removal of form for 773 Foundations, footings, bases of columns etc. for mass concrete. 774 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. 775 Suspended floors, roots, landings, balcnies and access platform. 776 Shelves (Cost in situ) 777 Lintels, beams, plinth bams, griders, bressumers and cantilevers. 778 Columns,Pillars, Piers, Abutments, Posts and Struts 779 Stairs, (excluding landings) except spiral-staircases 780 Edges of slabs and breaks in floors and walls 781 Under 20 cm wide 782 Weather shade, Chajjas, corbels etc., including edges 783 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 784 Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 785 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 786 All works upto plinth level 787 Concrete of M25 grade with minimum cement content of 330 kg /cum 788 All works above plinth level upto floor V level 789 Concrete of M25 grade with minimum cement content of 330 kg /cum 790 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 791 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 792 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 793 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 794 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured): 795 Rectangular or square. 796 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 797 1.0 mm thick 798 Providing and fixing approved brand and manufacture SS 304 Lever Handle D-type, 22mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 799 Providing and fixing approved brand and manufacture SS 304 grade SS 304 grade Mortise Dead Lock with 60mm Backset fixed fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 800 Providing and fixing approved brand and manufacture SS 304 grade Tower bolt 250mm long with 10mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 801 Providing and fixing approved brand and manufacture SS 304 grade wall mounted door buffer fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 802 Providing and fixing approved brand and manufacture SS 304 grade Door Stopper - door mounted hanging type fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 803 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 804 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 805 Hot finished welded type tubes 806 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 807 25 mm thick 808 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 809 Extra for pre finished nosing to treads of steps of Kota/Sand stone. 810 Extra for Kota/Sand flooring in treads of steps and risers using single length above normal size up to 2.00 metre . 811 Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 812 Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 813 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 814 12mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 815 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). 816 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) 817 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 818 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 819 Painting with synthetic enamel paint of approved brand and manufacture of required color to give an shade.Two or more coats on new work including priming coat of ordinary paint approved brand. 820 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 821 Providing & fixing galvanized low carbon wire, anealed wire Chicken mesh formed by twisting two adjacent wires at least four times, forming a hexagonal shaped strong honeycomb mesh structure on joints of RCC & Brick work before plastering, of required gauge (not less than 21 gauge)and size with nails etc. complete as specified in drawing and as per the Direction of Engineer-in-charge. 822 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineering-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineering-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : 823 In 75x75 mm deep chase 824 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. 825 Road Work 826 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 827 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 828 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 829 All kinds of soil 830 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 831 Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). 832 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 833 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBRValue-30 834 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 835 Providing and laying 400 micron thick PVC Sheet on WBM Surface complete as per direction of engineer-in-charge. 836 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately).(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). 837 Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) 838 Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. Using grade A sealing compound conforming to IS: 1834. 839 Painting runway/taxi track/apron marking with adequate no. of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge i/c cleaning the surface of all dirt, scales, oil, grease and other foreign material etc. and lining out complete 840 New work (Two or more coats) 841 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line , level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand) including making joints with or without grooves (thickness of joints except sharp curve shall not be more than 5mm) including making drainage opening wherever required complete etc. as per direction of engineer-in-charge (length of finished kerb edging shall be measured for payment).(Precast C.C. kerb stone shall be approved by engineer-in-charge). 842 FOOTPATH & STONE BENCHES 843 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 844 All kinds of soil 845 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 846 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 847 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level. 848 Thermo-Mechanically Treated bars of grade Fe-500D or more. 849 Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 850 Providing and fixing 70 mm thick Lalitpur Grey sand stone over prefix sand stone legs including polishing, pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. 851 Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge. 852 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 853 All kinds of soil 854 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 855 Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). 856 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 857 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBRValue-30 858 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 859 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. 860 HORTICULTURE & LANDSCAPING WORK 861 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 862 Supplying and stacking of good earth at site including royalty and carriage up to 1 km (earth measured in stacks will be reduced by 20% for payment). 863 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : 864 Screened through sieve of I.S. designation 20 mm 865 Screened through sieve of I.S. designation 16 mm 866 Screened through sieve of I.S. designation 4.75 mm 867 Fine dressing of the ground 868 Spreading of sludge, dump manure and / or good earth in required thickness as per direction of Officer-in-charge (Cost of sludge, dump manure and / or good earth to be paid separately). 869 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 870 Providing and laying Neelgiri/Korean grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light watering with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge. 871 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) : 872 Holes 60 cm dia, and 60 cm deep. 873 Holes 45 cm dia, and 45 cm deep. 874 TREE PLANTS 875 Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 876 Providing and stacking of Bauhinia purpurea (Kachnar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 877 Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge. 878 Providing and stacking of Mimusops elengi (Maulsri) of height 180-195 cm., well developed with thick stem in big in big size HDPE bag as per direction of the officer-in-charge. 879 Providing and stacking of Callistemon lanceolatus of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 880 Providing and stacking of Saraca indica (Sita Ashok) of height 105-120cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 881 GROUND COVERS PLANTS 882 Providing and stacking of Tradescantia, full of leaves in Earthen Pot/Plastic Pot of size 15 cm. as per direction of the officer-in-charge. 883 Providing and stacking of Wedelia trilobata,full of leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. 884 Providing and stacking of Syngonium golden of height 30-45 cm. with 2-3 suckers healthy foliage in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge. 885 SHRUBS AND PERINNIAL HERBS 886 Providing and Displaying Bougainvillea named variety, Sobhra, Thima, Marry palmar, Cherry Blossom etc. well developed with fresh & healthy bushy in full bloom 75 to 90 cm ht. in 40 cm Cement Pot as per direction of the officer-in-charge. 887 Providing and stacking of Cassia biflora of height 90-105 cm., well branched, bushy in big size HDPE bag as per direction of the officer-in-charge. 888 Providing and stacking of Ficus panda of height 60-75 cm, with 8-10 branches, and healthy foliage, bushy in big size HDPE bag as per direction of the officer-in-charge. 889 CREEPER PLANTS 890 Providing and stacking of Quisqualis indicia of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. 891 Providing and stacking of Clerodendrum splendens of height 30 cm to 45cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. 892 FURNITURE AND FURNISHINGS 893 Cafe Table, S.S. Pipe Frame, PLPB Edge Banded Top, 38mm Thick, Size in mm - 900mm (Dia.) 894 Café Chair, PP Seat & Back 895 DiningTable, Powder Coated + Chrome Plated Pipe Frame, PLPB Edge Banded Top, 25mm Thick, Size in mm - 1500 X 900 896 Medium Back Chair, PU Arms, Silver Powder Coated Pipe Frame,Gas Lift, Powder Coated Base, Seat Back Leatherite Tapestry. 897 Reception Table, Particle Board Top 898 2 Seater Sofa With Wooden Frame, Powder Coated Leg, Twin Colour Leatherette Tapestry Size in mm - 1180 (L) X 835 (D) X 785 (H) 899 Centre Table, 18mm PLPB Top, Annodize Aluminium Section Frame 900 Corner Table, MDF Top With Veneer Polish, MS Gold Finish Leg 901 1 Seater Sofa With Wooden Frame, Powder Coated Leg, Twin Colour Leatherette Tapestry Size in mm - 810 (L) X 835 (D) X 785 (H) 902 Medium Back Chair, Wooden Frame, Cushion Arm, Synchro Knee Tilt, Gas Lift, Aluminium Base 903 Visitor Chair, Wooden Frame, Cushion Arm, Chrome Plated pipe stand 904 Executive Table, PLPB Top, Flaper Box, Extruded Aluminium Profile 905 Conference Table, Particle Board Edge Banded Top 906 Medium Back Chair, PP Cushion Arm, Swivel Tilt, Gas Lift, Nylon Base 907 Executive Table, Particle Board Top, Fixed Metal Pedestal, Metal Frame, Powder Coated 908 Visitor Chair, Cushion Arm, PU Moulded Seat Back, Chrome Plated Pipe stand 909 Bunk Bed, CRCA Pipe Frame, Powder Coated, PPCP Shoes, With 12mm Plywood, Without Mattress Uppder Size- 1950 X 965 Lower Size- 1950 X 1250 910 Study Table, Particle Board Top, MS Powder Coated Legs 911 METAL BED 912 WARDROBE WITH MIRROR ,PLPB BOARD 913 SUBHEAD I-EARTHING 914 Supply and burying of 40mm dia x 4.5 metres long G.I. Pipe vertically for earthing having 12mm dia. Holes spaced 75mm apart drilled up to 2 metre from the bottom complete with earthing lead of No. 6 to 8 SWG GI wire in G.I. Pipe up to appron (and from appron to switch board the cost of G.I. wire and pipe will be extra) upto switch board, 30cm square C.I. box with hinged cover masonary enclosure, funnel at top, alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respects as per drawing. 915 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required 916 Supply and burying of 600mm x 600mm x 3mm copper plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and two earthing lead of two no. 8 SWG copper wire in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. pipe and copper wire will be extra) 30cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc. complete in 917 all respects. 918 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 919 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge ,complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 920 50 sqmm3.5 core 921 6 sqmm3 core 922 6 sqmm2 core 923 Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire 924 50 sqmm3.5 core 925 6 sqmm3 core 926 6 sqmm2 core 927 Supplying and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge. 928 50 sqmm 929 GST Extra as per applicable

BRR : 7667705 Tender For Construction Of New Library At Indra Nagar Chennai; 1 DISMANTLING WORK 2 Dismantling & removing the existing Reinforced Cement Concrete work etc., by using required mechinaries including stacking of steel bars and disposal of unserviceable material within 50m lead, labour charges, as per direction of Engineer in charge. 3 Dismantling brickwork manually by mechanical means including stacking of serviceaboe material and disaposal of unservice material within 50 meters lead as per direction of Engineer in charge.. 4 Dismantling , removing and carefully stacking Doors & windows including removal of frames,hinges and fastenings etc., complete complying with standard specification and as directed by the departmental officers at site of work. 5 DismantlingFloor finish & dadooing walls in cement mortar with Mosaic Tiles / Glazed Tiles / Clay Tiles / Cuddapah Slabs 6 Carting away surplus excavated earth available with in the campus is to be carted to a lead of within 10 KM from site. The rate shall include loading into the tipper/ lorry transporting and unloading, leveling and the earth scooped by bulldozers grading etc.,complete with all respects complying with relevant standard specification, as directed by the Departmental Officers. Rate to include materials, loading, unloading, transportation, plant and machinery, hire and fuel charges for tools and plants and other incidental charges, royalties, seignorage and taking statutory approvals as necessary to carry out the work as complete with all respects complying with relevant standard specification, as directed by the Engineer-in- charge. 7 Dismantling & removing the existing Plain Cement Concrete work etc., by using required mechinaries and disposal of unserviceable material within 50m lead, labour charges, as per direction of Engineer in charge. 8 CIVIL WORKS 9 Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size bouldersand Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrockrequiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete SS.20B 10 cum 10 Supplying and filling in foundation andbasement with excavated soil other than sand in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. 11 excavated soilrefilling- foundation 12 cost of earth anf filling 13 Supplying and filling in foundation andbasement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. 14 Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification 15 Providing Pre construction Anti termite treatment for the building including all chemicals as per standard specifications. Labour charges for preparing the areas for treatment spraying chemicals and other incidential charges etc., complete. The rate shall be inclusive ofgiving anti-termite treatment to the building for the following four stages including breaking the termite mounds making holes with crow bars at an intervel of 12to a depth of 8 in the periphery of building and pouring chemicals etc., complete as per ISI 6313-1981 and. The antitermite chemicals used should have 0.5% concentration with 3L solution for the entire operation etc. as directed by the Engineer incharge and including cost of chemicals labour transportion etc., 16 Supplying and erecting centering for sides and soffits including supports and strutting up to 3.30 m height with all cross bracing for plane surfaces as detailed below, using mild steel sheets of 90 X 60 cm 10 gauge stiffened with MS angle of 25 X 25 X 3mm for boarding, laid over adjustable span & jacks and supported by 50mm dia pipes for general pipes scaffolding systems @ a spacing of 1.20m c/c and vertical connected at a height of 2.0m c/c including C & U clamps and base receiver cup at bottom for connecting pipes etc and removable systems etc.,Rate to include all materials, labour charges, wastages ,placing, transportation, lead & lifts, tools & plants, fuels, fixing in position at all levels, heights, masking tape in sheet joints, consumables, etc. as complete with all respects complying with relevant standard specification, as directed by theClient / Engineer-in-charge. 17 Plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slab / beams and such other members 18 Reinforced cement concrete Column footing, plinth / grade beam, bed blocks, template surfaces, steps, piers, raft slab / beams and such other members 19 For plane surfaces such as recangular or square columns, sunshades, top and bottom slab of boxing, kitchen platform, loft and such other structural members 20 Providing and Laying M 30 Design Mix for all reinforced cement concrete with minimum cement content conform to IS 456-2000 using ordinary Portland cement of grade 53 from approved manufacturer, manufactured sand, 20 mm and down graded size coarse aggregates, necessary approved admixtures as per requirement. works for Footings, Grade beam, retainning wall drain wall & raft , Plinth beams, Column, Grade slab, Roof slab & beam, Column drops, Pergola, Staircase waist and landing slab lintel, Sunshades, parapet Cum drops, Steps, canopy, window boxing slab, Loft, fins facia Planter box, machine foundation, elevation features and other similar structures etc..excluding necessary centering, shuttering and reinforcement which shall be measured and paid separately under relevant items. in-charge The rate including cost of all designing the mix, batching plant, mechanical mixing, transporting and placing at all levels, leads, lifts, tools & plants, fuels, all materials, labour charges, wastages , laying, pumping the concrete to all levels, providing sleeves / openings in RCC slabs, compaction by vibrator, gunny bags for curing etc. as complete with all respects complying with relevant standard specification, as directed by theEngineer-in-charge 21 FOUNDATION AND BASEMENT 22 GROUND FLOOR 23 FIRST FLOOR 24 MEZZANINE FLOOR AND HEAD ROOM 25 Supplying, fabricating and fixing in position of steelFe 550 grade Reinforcement for all RCC work with Thermo Mechanically Treated Bars (TMT) conforming to IS 1786 of latest version according to drawings and binding the reinforcement with 18 gauge double fold GI binding wire and providing Concrete / PVC cover blocks to maintain the cover as required.Rate to include all bending, tying grills, placing, transportation, lead & lifts, tools & plants, fuels, all materials, labour charges, wastages , laying at all levels, fixing in position, cost of cover blocks, etc. as complete with all respects complying with relevant standard specification, as directed by the Engineer-in-charge. 26 Supply and constructing Fly ash Brick masonry in Cement Mortar 1:5 (One cement and Five M sand) in foundations, basement and superstructure usingFly ash Bricks of size 230x110x75mm etc. Rate to include all materials, labour charges, wastagesfor working at all levels with necessary lead and lifts, transportation charges, loading, unloading, scaffolding, staging, curing, fuel, consumables as complete with all respects complying with relevant standard specification and as directed by theClient / Engineer-in-charge. 27 FOUNDATION AND BASEMENT 28 Ground floor 29 First floor 30 mezzanine floor 31 Terrace floor parapet 32 compound wall 33 Supply and constructing Flyash Brick partition wall 115mm thick in Cement Mortar 1:3 (one cement and three M sand) 11.50 CM thick using usingFly ash Bricks of size 230x110x75mm including both side plastering with CM 1:5 12mm thick and usinghoop iron reinforcement if found necessary and hoop iron shall be supplied to the department at free of cost etc., complete as directed by the Engineer in- charge. 34 GROUND FLOOR 35 FIRST FLOOR 36 Providing and laying weathering course on terrace in brick jelly limeconcrete in ratio 1:2 ( I lime: 2 brick jelly ) the size of the brick jelly should not be more than 25 mm and not be less than 20 mm . The rate includes the cost of all material and lanour involved .provide and lay one course of first quality pressed clay tiles 200x 200 x 20 mm thickness size of approved brand for terrace floor and sides over a bed of cement mortor mix 1:3 with water proofing compounded added rate to include for pointing jonts with neat cement . 37 WATER PROFFING TOILETS AND OPEN TERRACE- Water proofing treatement for top surface and all side of sunken porton in the followingsequences including all labour . Materials , tools lead and lifts etc, a) cleaning of RCC remove dust completely , b). supply and application of cm 13 mixed with niobond SBF latex or equivalent polymer modified high quality cmulsionas a coving at the corners of floor and the vertical surface in the sunken area and between floor and walls in he remainig area c) apply first coat of brushbond RFX or equivalent acrylic polymar modified cementitious water proofing membrane coating on the prepared mofified cementitious waterproofing membrance coating on the prpered surface in a contionous film on the sunken floor area vertical sutfaces up to finished foorlevel , the coating also continued on the inner surfaces of the pipe penetration holes . 38 Finishing the top of roof with one course of Solar Reflective ceramic tiles of size 305 mm x 305 mm x 7 mm of approved quality in Cement Mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 12 mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete 39 FRONT ELEVATION - Construction of 4½thick walls usingavailable good wire cutbricks with strength 30 - 50 kg sq cm of super structure above plinth level in cement mortor 1:4 ( 1cement :4 coarse sand ) including al leads and lifts for all floors supply and placing of 25 mm x 16 gauge hoop iron for every fourth course half brick masonry wall and providing lateral supports if length of the wall exceedinf 3m as per specifications including curing , scaffolding all materials in labour etc . complete at all floors levels incuding the cost of cement 40 Providing two legged scaffolding using 15cm dia casuarinas post of 4.0 m over all length of (3 M Height+0.5 M over all length (3.0M height +0.5m projection +0.5m in to the ground ) the distance between the two rows being 1.25M and the spacing of posts being 2.0M in both the rows with two horizontal posts with 0.5M overlap on either side and braces at 2.0M centre to centre including longitudinal and traverse middle braces to step up and transverse middle braces to step up and providing a plat form with country wood planks of 40mm thick and 1 M width ,etc in a complete form using coil and nails (Rate for an initial height of 3.0M and length of 1 M) 41 Upto 3 M Height 42 For every additional height of 2.5 M (3m - 5.50m) 43 For every additional height of 2.5 M (5.50m -8.00m) 44 For every additional height of 2.5 M (8m -10.5m) 45 For every additional height of 2.5 M (10.5m -13m) 46 Supplying and fixing Shade Net (Green Net) for under construction of high rise building M-0298 47 FINISHING WORK 48 Special ceiling plastering and finishing all RCC exposed surfaces such as RCC slabs, sunshades, canopies, stair case steps, landing slabs etc with CM 1:3 (One cement and three sand) 10mm thick including hacking the surfaces and providing necessary CM nosing, beading as per size specified wherever necessary using the same mix etc., complete complying with standard specification and as directed by the Departmental Officer.S.I. 309--TNBP No. 55& 56 49 Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications 50 Plastering with cement mortar 1:4 (One Part of Cement and Four part of Plastering Sand (P- Sand)) 20mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309) 51 Supply and laying with best quality the following materials of Machine Polished granite slabof 18 mm thick (Fine Polished Steel Grey Granite Slab) including cuttingand edge polishing to be set in CM 1:3 (1 of cement : 3 of manufactured sand) 20 mm thick including finishing the joints with white cement slurry, cutting, edge chamfering to approved shape and polishing rough, medium, nice and tin-oxide polish.Rate including all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, cutting to required shape, edging, tools and plants, fuel, curing,cleaning, acid wash over finished surface, protection with Gypsum / Poplayeroverplastic sheet and removing the same before handing over as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 52 Polishing and Nosing the Granite Slab To Half Edge to round shape and finishing the surface neatly etc. complete complying with standard specification as directed by department officers 53 JOINERIES 54 ABS DOOR / EQUIVALENT Specification:Providing of 35mm thick factory made pre-laminated ABS (Acrolynitrile Butadiene Styrene) Door Shutter moulded in different designs, consisting of all round frame made out of water proof solid foam PVC bar of size 20 x 32mm, reinforced by 32 x 32mm - 2 Nos., for vertical made out of LVL (Laminated Veneer Lumber), core material of 32mm thick high density craft paper honey comb board, sandwiched on both sides with pre-laminated ABS sheet thickness of 1.5mm. PVC edge banding of size 0.45mm on the vertical sides. Hardware made out of steel coated butterfly hinges - 3 Nos., for each shutter and ISI make SS round lock complete for finished item of work, complete complying with the standard specification. The door shutter and frame should be got approved from the Executive Engineer before use on work. Design Pre-laminated Door 55 Providing and fixing 35mm thick Factory made Prelaminated ABS (Acrolynitrile Butadyne Styrene) Sliding Door shutter moulded ofdifferent designs, consisting of all round Frame made out of water proof solid foam PVC bar of size 20x32mm, reinforced by 32x 32mm - 2 nos. for vertical made out of LVL (Laminated Veneer Lumber), core material of 32 mm thick high density craft paper honey comb board, sandwiched on both sides with prelaminated ABS sheetthickness of1.5mm .PVC edge banding of size 0.45mm on the vertical sides. Hardware made out of steel coated butterfly hinges-3 nos for each shutter, D SS pull handle 200 mm on both sides and SS tower bolt on one side with ISI makecomplete for finished item of work, complete complying with the standard specification.The door shall be shall move with dicast zamak rollers with ball bearings fixed over the powder coated aluminium sliding track of 2.40m length and bearing capacityof 60/80 kg.Adjustable end stop, floor guide andtwo way entry hanger bracket with locking arrangements shall be provided. Rate including all materials, labour charges, wastages, necessary lead and lifts, transportation charges, loading, unloading, scaffolding, staging,fuel, consumables as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 56 Flush doors : Supplying and fixing single leaf flush door 32/30mm thickness poth side commercial ply and approved brand Century/ Merino/ Greenlam with T.W.frames of size 100x75mm at side verticals and top, 6Nos.of iron hold fast fixed in C.C.1:2:4 and 3Nos.of butt hinges 125mm long including wind appliances furniture iron fittings 2Nos.of iron pad lock 15cm long for locking arrangements and fixed in position as directed during execution.(ISI STD) Rate as per GCC 2023-2024 - Building 57 Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile the size of outer frame 60mm x 58mm and shutter profile arereinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also itoperates as handle.The corners and joints should bewelded and cleaned.Radiations free pin headed plain or rown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action,security protective hinges, strong lockingsystems and asper size for arresting noise and energy loss.The connecting mechanism between sash and outer frame that enables opening of the window.The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames.The window should be got approved from the Executive Engineer before use on wor 58 Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Louvered Ventilators of from the profilethe size of outer frame 60mm x 58mm and shutter profile size of 60 x 78mm both profiles arereinforcedwith GI/1mm 125GSM and 100% corrosion free, the profile are multi chambered sections with wall thick of2mm.The EPDM rubber (black colour) covered with all over the edges of frame and shutter.The corners and joints should be welded and cleaned. Radiations pin headed glass 4mm thick should be provided in the louvers.The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The ventilator should be got approved from the Executive Engineer before use on wor 59 Supply and fixing of M.S Grills with Doors and Windows with one coat of Red oxide with Primer including all costs such as welding,grinding and fabrication charges, cost and conveyance of all materials to site etc,complete as per standard specification. 60 Paving the floor with Double charged Vitrified tiles of approved quality and colour of size 600x600x8mm thick of approved make, quality and colour in all floors over a base layer of cement mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 20mm thick and laid straight alignment and pointed neatly with colour cement at the rate of 0.40kg/m2 laid without any air gap in the tiles neatly and fixing in position as per standard specifications and as directed by the departmental officer.The colour & quality of tiles should be got approved by Executive Engineer before use on work 61 Providing Ceramic tiles of size 305 x 305 x 6mm flooring approved make and quality with plain/colourwith base mortor in CM 1:3, 10mm thick and pointing with white cement by adding suitable colour pigments including finishing, jointing and polishing with neat finish etc., 62 Supplying and fixing Dadooing the wall with ceramic tiles of approved quality, colour and design joint free of size 600x300x10mm thick of approved make, in all floors over a base layer of cement mortar 1:2 (one cement: Two sand) 10mm thick and laid straight alignment and pointed neatly with colour cement at the rate of 0.40 kg/m2 laid without any air gap in the tiles neatly and fixing in position as per standard specifications. The rate including cost of all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading,the same before handing over as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 63 Painting the new plastered walls with two coats for Interior Plastic Emulsion paint approved quality and colour over a priming coat, with two coats of wall putty including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification. 64 Painting two coats for Exterior surface with approved Exterior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification. 65 Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia Stainless Steel pipe post of 1.00mm thick as vertical at 900mm centre with 2 Nos. of 25mm dia intermediate horizontal stainless steel pipe of 1.60mm thick in between. The vertical pipe has to be welded to the 100 X 100 X 6mm MS base plate encased in the base concrete. The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance, electrical charges, etc. complete 66 Supplying And Fixing Rubber Moulded Interlocking Blocks Against Available Edge Restraints 80 mm Thick of Approved Design And Pattern of Strength 40 N/Sq.m. 10 mm Iss Metal With Minimum Cement Content As Applicable To M 40 Grade Concrete As Per Is-456-2000 Manufactures By Mechanical Or Hydraulic Machine Using Vibro- Compaction Process And Laid Over 50 mm Thick Laying Course (Bedding) Crushed Stone Sand (M Sand) Well Compacted By Plate Compactor With A Joint Width of 2 mm To 5 mm Including Filling of All Joints With Crushed Stone Sand (M Sand) And Compacting The Paved Surface With Plate Compactor Two Or Three Times Until All The Unit-To- Unit Joints Are Completely Filled With Crushed Stone Sand (M Sand) And Trimming The Edges Neatly Including All Labour Charges And Plate Compactor Charges Etc. Complete(Cost Inclusive of Crushed Stone Sand (MSand)). 67 Supplying and Erecting Pull and Push Type Rolling Shutter with ISI make of approved size and section using 18 GI sheet. The shutter shall be painted with one coat of red oxide primer and the rate is inclusive of hood covers, transportation charges et 68 Curtain Wall Glazing System 69 Structural Glazing (Curtain wall Glazing System) : Supply and fixing of (curtain wall Glazing System) having main framework of mullions and transoms made out of (64mm x 57mm x 2mm) sections for frame work designed extruded. Aluminum section should be Black colour anodized with 50 micron, mullion fixed to the beam / Column through adequately designed MS Anchor brackets expansion fasteners as required. System design to strictly considered for thermal movement, air infiltration, water preparation, seismic movement and structural movement including 6mm ST 167 Reflective Glass+1.52 PVB+6mm Clear Laminated Toughened Glass, MS Support Work with necessary 70 Smooth Finish Cement Texture + Archi Concrete + Base Coat Texture +Top Coat Design Texture + Standing and Smoothing + Warter Base Pu Coating 71 Supplying of locally made teracotta machine pressed wall cladding (Size: 230x75x16mm) & installation of the same with Sait-Gobain (Weber) make tile adhesive and sandbased grout at 10 mm spacing. 72 Supply & Fixing of Handrail using Modular Glass Railing System for Top & Bottom, 6mm Clear+1.52 PVB+6mm Clear Laminated Toughened Glass Polish with necessary accessories. 73 PLUMBING & SANITARY WORKS 74 Providing & fixing PVC RAIN WATER DOWNFALL PIPE of 110mm dia with necessary T.W.Clamps Plugs, Shoes,Bemds, other clamps,screws nailsetc.,complete complyingwithstandardspecification.Therateis inclusive of cost of removable iron gratings of appropriatesize.ThesizeofTeakWoodplugsusedis 150X25mm in front & 200x75mm in rear (wall side) with a depth of 110mm. The pipe is to be fixed by means of U clamps at the centre of pipes to be fixed.110mm dia PVC Pipe [4 Kg/SqCm] 75 Supply of 5000 ltrs Pvc Sintex water tankincluding cost of materials , conveyance and fixing charges etc., 76 Water supply work 77 InternalWaterSupply-CP.V.C.Pipes(6Kg/SqCm) SupplyinglayingandjointingP.V.Cpipes(6Kg/SqCm) of approvedqualityandbestvarietyconformingtoI.S.S& withI.S.Imark,ofthefollowingsizesincludingcutting, FixingtoPVCspecials usingAdhesivebutexcludingcost ofsuchspecialsandfixingtowallwithnecessaryteak- Wood Plugs,PVC Clamps and screws,making holes on the wall or drilling holes in roof and making good the dismantledportions to original conditionwith necessary brick work and plastering wherever necessary with necessaryscaffolding charges. 78 20mm dia 79 25mm dia 80 32mm dia 81 Supplying & fixing in position first quality & approved variety of 50mm dia C.P.V.C BallValves ( Heavy type ) withI.S.I. Mark of the following size including cost of Shellac, thread etc.,including labour for cutting & threading ofPipes etc., complete complying with standardspecifications for both internal & external water supply arrangements. 82 25mm dia 83 32mm dia 84 INTERNAL & EXTERNAL SEWAGE WORK 85 SupplyingandfixinginpositionbestqualityP.V.Csoil/ wastepipes (6KSC) ofvarious sizeshaving ISImark and providingleakproofjointsincluding fixingtothewall with P.V.C/ M.S clamps etc., and making connection to all sanitary fittings,dismandlingmasonry/R.C.C.works wherevernecessaryandmakinggoodthedismandled portiontotheoriginalcondition,complyingwith standard specifications. 86 75mm dia 87 110mm dia 88 TOILET FITTINGS 89 Supplyingandfixinginpositionbestqualityapproved makewhiteglazedearthenwarewashhand basinof size 550 X 400 mm with a pair of cast iron brackets, including costof 15mm diametre brasschromium plated piller tape,32 mm diametreC.P. Waste union, 32 mm diametre P.V.C.waste pipe with rubber plugand chain,15mm diametre G.M.wheel valve, 15mm dia brass nipple, 15mm dia nylon connections etc., including fixing the wash hand basininthewallinpositionwithapairofC.I.brackets withteakwoodplugsandscrewsandgivingnecessary water supply connection and paintiung the brackets with twocoatsofpaintoveraprimimgcoatofanticorrosive paintincludingtestingforleackageetc.,complete complying with standard specifications 90 Fabricating, Supplying, installing and testing best quality approved / equivalent make of stainless steel sink of size 600x600x200mm made using 2.00mm thick stainless steel sheet 304 grade. The sink is to be fixed over a concrete platform. Sink is to be fitted with 32mm dia CP waste coupling, 32mm dia heavy duty waste hose with extension pipe, 3 no of long body 15mm CP screw down Tap, CP inlet connection tube , CP wall flange, including necessary brackets etc complete complying with standard specification and as directed by the Department officers. 91 Supplyingandfixinginpositionindianmakebewelled edgemirror of approved quality and brand of size 600 X 450mm wth necessary plastic back, PVC frame with bottom stand of approved colour with brass screws,rawal plugsetc.,completecomplyingwithstandard specifications 92 Supplying and fixing best approved quality C.P.Soap Tray ofsize150mmX100mmincludingcostofTeak Woodplugs,brassscrewscompletecomplyingwith standardspecifications. 93 Supplying and fixingbest approved quality Brass C.P / Al anodisedTowelrail600mm.longand20mmDiameter withbracketsofsamematerialincludingcostofTeak- Wood plugs and C.P.Screws etc., complete complying with standard specifications 94 Supplingandfixinginposition 15mmdiameterbrass/ C.Pscrewdowntap/pillartap/swannecktap(heavy duty)ofapprovedmakeconformingtoI.S.specifications and quality including cost of shellac, thread etc.complying withstandardspecificationsandincludingcuttingand threading wherever necessary. C.P screw down tap 95 Supply and fixing in position whiteEuropean Water Closet of approved make with Porcelain low level flushing tank 12.5 litre capacity of best quality and approved make with 100mm P or S trap with double flapped rigid PVC seat cover with CP brass hinges etc. complete complying with standard specification and as directedby the Departmental officers (The EWC should be got approved by the Executive Engineer before use on works. 96 Supplyingandfixingthebestqualityapprovedmakeof bip cock with C.P. health faucet wall hook one metre long flexible tube, angle cock with wall flange including cutting and making good the walls wherever required etc.complete,complyingwithstandardspecificationand as directedbytheDepartmentofficers.Thequalityand make of health faucet should be got approved by Executive Engineer before use on work. 97 Supplying and fixing of White Glazed Porcelain Oval Shape Special Type Urinal of size 382 x 398 x 601mmwith all accessories such as 32mm dia Bell Mouth PVC Connection,15mmdiaGMWheelValue,15mmdia‘B’ Class GI WasteWater Pipe, 15mm diaNylon Connection, 15mm dia Brass Nipple etc. 98 Supply and fixing of PVC. Nahini / Floor Trap with stainless Steel Gratings- 100 mm x 75 mm including all charges etc, complete as per standard specification. 99 Supplying & fixing in position 150 X 100 mm square mouth P or S trap stone ware Gully trap A gradewith cast iron double gratings of size 150 X 150 mmwith C.I. air tight cover with frames of size 300 X 300 mm at bottom & top respectively with necessary earth work excavation, laid over a bed of brick jelly cement concrete 1:3:6, 150 mm thick using 20 mm size broken brick jelly including necessary brick work & plastering, &including dismantling masonry wherever necessary & redoing the damaged portions to the original condition & by using cement concrete 1:3:6 using 20 mm stone jelly for fixing the Gully trap & giving connections to the stone ware sewer line etc., complete, complying with standard specification. (The stone ware gully trap should be got approved by the Executive Engineerbefore use on works ). 100 Constructing brick masonry manhole with second sort Solid Blocks in CM 1:5 (one of cement, Msand) including earthwork excavation and sand filling for a depth of 150mm top cover slab with CC 1:2:4 (one of cement, two of sand, four of graded aggregate)20mm nominal size for fixing C.I Frame, including shuttering, reinforcement foundation concrete 1:4:8 (one of cement, four of sand, eight of graded aggregate 40mm nominal size) 100mm tk., plastering inner, outer and other exposed surface with 15mm tk., cement mortar 1:3 (one of cement, three of sand) and finishing with a floating coat of neat cement with water proofing compound as per specification, making channelsin CC 1:2:4 (one of cement, two of sand, four of graded aggregate) neatly finished including fixing C.I. Cover and frame, C.I. Rungs etc., complete complying to standard specification. 101 Supply and fixing RCC precast slab manhole cover SFRC of 50mm thick and required size 900mm x 900mm made in CM 1:3 Ratio both direction including cost and conveyance of all materials, labour and transportation etc complete complying with standard specification. 102 BORE WELL 103 Drilling of 12 dia vertical borewell so as to have a finished size of 6 dia borewell in boulder area to any required depth as decided by the TWAD Board Officers including Transportation from one place to anothr place with in Tamilnadu State by direct or reverse rotary mud circulation method using Contractors rig tools, fuel, labourers, bentonite mud and water required for drilling at the site shownincluding construction of mud pit etc. using only calyx rigs. 104 300mm (As per Twad Schedule Item No: 14f, P.No: 306) 105 150mm / 165mm (As per Twad Schedule Item No: 14a, P.No: 305) 106 Reaming 140/150 mm dia pilot bore to 300mm dia bore as directed by the TWAD Board Officer. 107 Upto 60 m depth ending below ground level 108 Supply and laying following dia PVC casing pipe with excise duty as per IS 12818 / 1992 ( 1.1 (4,6,3), P.No: 22, Twad 109 200 mm dia CS 110 200 mm dia RS 111 150 mm dia RS 112 Labour charges for inserting PVC casing pipes assembly (with slots or without slots) in the drilled hole including jointing the pipes with PVC couplers with cement paste etc., complete, supply and packing the annular space with pebbles of size and quality as approved by the Executive Engineer of Departmental officers. ( As per S.item no: 13a , p.no: 201) 113 200 mm dia CS 114 200 mm dia RS 115 150 mm dia RS 116 Supplying and filling with river pebbles in annular space between bore and PVC pipe up to hard rock. upto 30m rock level 117 Charges for developing the borewell with air compressor of 300 CFM capacity (Minimum 8 Hours) including transportation labour and fuel charges for compressor as directedand conducting yield test by V notch method. 118 Supply ,erection and testing & commisioning of 3HP submersible pumpset in the to suit 200mm borewell of capacity of 4800 LPH @ 265Ft, max. total head of 280 Ft pumps fitted with bronze impellers and having delivery size of 40mm - 430V along with 3mts cable and manufactures standard control panel which is mandatory and as directed by the officer incharge and other required supporting items like SS hose nipple, nylon rope, clamps, bolt and nuts,GI nipple, 50mm dia HDPE hose of required length etc completed and as directed by the officer incharge. 119 Supply ,erection and testing & commisioning of 2HP submersible pumpset in theOpen borewell of capacity of 4800 LPH @ 265Ft, max. total head of 280 Ft pumps fitted with bronze impellers and having delivery size of 40mm - 430V along with 3mts cable and manufactures standard control panel which is mandatory and as directed by the officer incharge. 120 Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, Voltmeter, Ammeter, three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trailrun for 10 days. (TWAD 17C) 121 Supplying and erecting in position of following liters capacity Industrial Model Reverse Osmosis Water-cum-Purifier to deliver Potable Water with World Health Organisation (WHO)Standards with following accessories.(a) MS Skid - 1 No.(b) Media 11054 No. Vessel with 20 nb Multiport Valve (withMedia Pubble and Fine Sand and Activated Carbon Filling) set(c) Feed Pump 0.50 HP – 1 No.(d) Vertical Pump 2-9, 2.00 HP / Single Phase – 1 No.(e) Membrane 40 x 40 filmtech (or) equilaents / Osmonic(USA) - 1 No. and Membrane Pressure Vessel 40 x 40 -1 No.& Pressure Gauge - 2 Nos.(f) Flow Meter - 1 No. 20” Filter with Housing - 1 No., LowPressure Switch - 1 No., Level Switch - 1 No. & NecessaryCPVC Pipes and Fittings.The system shall be provide with Two Panel Control Systemwith necessary Stainless Valves and Fittings and Float Controletc. The rate should be inclusive of all civil works, wherevernecessary to install the System in position and intact. 122 250 Ltr (M-0721) 123 Construction of Modular type RWH Structure capacity of 4.32 cu.m by usinginfiltration modules of size 800 x 800 x 360 mm and side wall with infiltration modules of size 800 x 360 x 25 mm includingearthwork excavation in bitumen/concrete roads to a size of 1200 x 1200 x 3000 mm and providing base plate, Geo - textile 400mm - 200 micron, Fine filter media 12mm thickness, Coarse filter media 20mm thickness, FRP of 700x700mm (clear opening 600x600mm) (Grating cover with Frame - Medium duty 10 MT), including all labour charges, carting away and drilling bore well 150mm dia upto a depth of 3m with 125mm dia Blue slotted PVC Pipe., complete. (Model 6) 124 INTERIORS & FURNITURES 125 Lending Counter with Side Table - F/installing in place Lending Counter of 600mm wide top with Side table storage of 450mm wide top, the table top, side verticals, midshelves and front panel of side table made of 19mm thk. HDHMR sheet. The front panel of the lending counter of height 1050mm is made of double-skin 19mm thk. HDHMR sheet cut to shape as per design. The table edges are finished with 6mm thk. matching pine wood beading with rounded edges. The table front, top, side surfaces and storage shutter fronts are finished with PU Matt polish of approved shade. The table and storage internal surfaces are finished with 0.8mm laminate of approved shade and make and inner edges finished with matching 2mm edgeband. 8mm thk. Lacquered glass (2.1m x 0.6m) - Saint Gobain make - of approved shade is fixed on top of table. The table size is 2.1x0.6x0.75m & 1.0x0.45x0.75m (as per Architects drawing) 126 Librarian Table with Side Table - F/installing in place Librarian table of 600mm wide top with Side table of 600mm wide top, the table top, side verticals, midshelves and front panels made of 19mm thk. BWR ply. The table front, top, side surfaces and storage shutter fronts are finished with 4mm Veneer of approved shade and make on all sides. The outer edges are finished with 6mm thk. pine wood beading with rounded edges. The table and storage internal surfaces are finished with 0.8mm laminate of approved shade and make and inner edges finished with matching 2mm edgeband. The veneer and wooden beading surfaces are finished with PU Matt polish of approved shade and make. 8mm thk. Lacquered glass (2.1m x 0.6m) - Saint Gobain make - of approved shade is fixed on top of table. The table size is 2.1x0.6x0.75m & 1.2x0.6x0.75m (as per Architects drawing) 127 Magazine Rack (400mm dia) - F/installing in place magazine rack, 200mm ht. hollow base and 650mm ht. hollow top with 2.40m ht. open storage in the middle. The hollow top and base made of 15mm thk. MS round pipe framework fitted with 5mm thk. MS round plate on top and bottom and covered with 3mm thk. MS sheet skin on all round. The open storage is made of 15mm thk. MS round pipe framework covered with 3mm thk. MS sheet skin on all round with cut-outs as per designand fitted with 5mm thk. MS round plate midshelves at heights as per design. The hollow top & base and middle open storage are all welded together in place and finished with powder-coated finish of approved shade. The metal edges to be properly sanded,smoothened and curved to avoid discomfort. The magazine rack size is 0.4 dia x 3.25m height (as per Architects drawing) 128 Open Box Storage type Wall Rack in Kids Seating (300mm depth) - F/installing Wall racks made of open storage boxes stacked on top of the other and secured in place with necessary adhesives and hardwares. The open storage boxes top, front, and side verticals fabricated out of 19mm thk. HDHMR sheet with 38mm thk. front fascia. with 9mm thk. HDHMR backsheet. The box edges are curved with 9mm thk HDHMR sheet with necessary wooden framework. The entire unit is finished with PU Matt polish of approved shade. The size of the boxes are 1.15x0.35x0.30m - 30nos and 1.30x0.35x0.30m - 15nos. 129 900mm x 300mm Depth Metal Wall Racks in Reading Area - S/installation of open Metal wall racks with horizontal mid-shelves in powder-coated finish of approved shade as per design. 130 1000mm x 300mm Depth Metal Wall Racks in Reading Area - S/installation of 2.1m height open Metal wall racks withhorizontal mid-shelves in powder-coated finish of approved shade as per design. 131 1150mm x 300mm Depth Metal Wall Racks in Reading Area - S/installation of 2.1m height open Metal wall racks withhorizontal mid-shelves in powder-coated finish of approved shade as per design. 132 1000mm x 450mm Depth Metal Wall Racks in Reading Area - S/installation of 2.1m height open Metal wall racks with vertical divider to access books from both sides of rack separately with horizontal mid-shelves in powder-coated finish of approved shade as per design. 133 Janitor Storage in Toilet Lobby (350mm depth & 2100mm height) - F/installation of janitor storage box made of 19mm thk. WPC sheet with 9mm thk. WPC sheet backing. The shutter and mid-shelves are made of 19mm thk. WPC sheet. The outer surfaces are finished with 1mm Laminate of approved shade and internal surfaces are finished with 0.8mm Laminate. The edges are finished with 2mm thk. matching edgeband with rounded edges. 134 PANELINGS & PARTITIONS 135 Feature Wall behind Lending Counter - S/installation of feature wall behind Lending counter made by providing 450mm dia perforations on existing brick wall at even spacing as per design. Clay pots are used to fill in the perforations at certain places as per design. Few perforations are used for fixing photographs with the help of 19mm thick BWR plywood backing for support. The balance perforations are left as it is. The entire feature wall surface including the clay pots is prepared with a layer of touch-up putty with necessary sanding and finished with 2 coats of Asian Paints make Royale emulsion of approved shade as per design. 136 Kids Seating with Levels in Reading Area - S/fixing in place the kids leveled seating of two levels 300mm and 600mm surrounded by 300mm deep x 650mm high support base for fixing open box book storages on the sides and back. The frames for the seating levels and surrounding storage support base are made with aluminum tubular sections 2 x 1 size and appx 1.5mm minimum wall thickness, vertical members at a spacing at 20 c/c except the end panels, where the spacing maybe less than 20 as per site condition. Horizontal members shall be fixed at top, bottom and middle. the curved wooden steps made from wooden framework as per design. The aluminum frames shall be tied in position by 1 1/2 X 1 1/2 X 2.5mm thick aluminum angles, cleats of 1 1/2 long and screwed with four screws per angle by CP metal pan headed screws. 2nos-1.2m dia x 0.45m deep cut-out is given on top of the 600mm seating level for recessed seating and sides covered with 19mm thk. HDHMR sheet. The top, front and sides of all the aluminium and wooden frame work is cladded with 19mm thick HDHMR sheet with 6mm thk, HDHMR sheet used for curved surfaces. The entire unit is finished with PU Matt polish of approved shade and color. Cost to include supply and installation of seating & back cushions (10nos) inshapes as per design made of 100mm thick PU foam and cladded with fabric of approved shaded as per Architects selection. 137 Terracotta Wall Tile Cladding in First Floor Reading Area - S/installing in locally made terracotta machine pressed wall cladding (size: 230x75x16mm) on existing rough plastered wall surface in pattern as per Architects design using Saint-Gobain (Weber) make tile adhesive and sandbased grout at 10mm spacing. 138 10mm Toughened Glass handrail - S/fixing in place 10mm toughened glass handrail - Saint Gobain make - with MS top rail as per detailed drawing and specifications including flats, plates, anchor fasteners required complete with necessary hardwares. 139 Fluted Glass Divider for Tables in Reading Area - S/installation of 10mm thk. Fluted glass divider with rounded edges on top fixed on table top with U clamp as per design. 140 CEILING & WALL FINISHES 141 Gypsum false ceiling - Supplying and erecting the false ceiling with gypsum board suspended to the ceiling with commercial GI sections and suspenders as per the manufacturer’s specification and procedure metal expansion fasteners to be used for fixing soffit cleat to roof slab or beams at a distance of not exceeding 1220mm C/C. Main channel spacing at a maximum distance of 1220mm C/C max with soffit cleat. Perimeter channel fixed to ceiling section at 457mm C/C (max) to the above frame work, fixing one layer ofSaint Gobain make 12.5 gypsum board screw fixed to the underside of the suspension grid, tapered edge board tapered edge boards tapered fibre tape and filled to give a smooth seamless ceiling all as per manufacturer’s specification and procedure complete. 142 True / Gypsum False ceiling painting - Preparing the ceiling surface with necessary scraping and application of 2 coat putty, 1 coat primer and 2 coats of finishing premium emulsion paint - Asian Paints make - to achieve a smooth painted surface. 143 Ceiling Mural in Mezzanine Floor - Providing a ceiling mural of selected design in Royale emulsion paint finish - Asian Paints make - on Mezzanine floor false ceiling as per design. 144 Wall painting - Preparing the walls with necessary preparatory works including application of 2 coat putty, 1 coat primer and 2 coats of finishing Royale emulsion paint - Asian Paints make - to achieve a smooth painted surface. 145 Wall painting - Preparing the walls with necessary preparatory works including application of 2 coat putty, 1 coat primer and 2 coats of finishing Royale enamel paint - Asian Paints make - to achieve a smooth painted surface for application of wallpaper. 146 Wooden Rafter False Ceiling above Lending Counter in Ground floor Entrance Area - S/installation of wooden rafter ceiling above Lending counter the rafters made of 50mm x 100mm ht. Aluminium pipes cut and finished to shape in wooden powder coated finish as per design and fixed to the base made of 19mm thk. Ply suspended from the true ceiling with commercial GI sections and suspenders as per the manufacturers specification and procedure metal expansion fasteners to be used for fixing soffit cleat to roof slab or beams at a distance of not exceeding 1220mm C/C. Main channel spacing at a maximum distance of 1220mm C/C max with soffit cleat. Perimeter channel fixed to ceiling section at 457mm C/C (max) to the above frame work. The Wooden ceiling is finished with 1mm Laminate of approved shade and make to match the aluminium rafters. 147 Wooden Rafter False Ceiling above Reading Area in First floor - S/installation of wooden rafter ceiling above Reading area, the rafters made of 50mm x 100mm ht. Aluminium pipes cut and finished to shape in wooden powder coated finish as per design and fixed at an angle with even spacing to the base made of 19mm thk. Ply suspended from the true ceiling with commercial GI sections and suspenders as per the manufacturers specification and procedure metal expansion fasteners to be used for fixing soffit cleat to roof slab or beams at a distance of not exceeding 1220mm C/C. Main channel spacing at a maximum distance of 1220mm C/C max with soffit cleat. Perimeter channel fixed to ceiling section at 457mm C/C (max) to the above frame work. The Wooden ceiling is finished with 1mm Laminate of approved shade and make to match the aluminium rafters. 148 Wooden False Ceiling for Stretch Ceiling in Reading Area - S/installation of wooden false ceiling suspended with commercial GI sections and suspenders as per the manufacturers specification and procedure metal expansion fasteners to be used for fixing soffit cleat to roof slab or beams at a distance of not exceeding 1220mm C/C. Main channel spacing at a maximum distance of 1220mm C/C max with soffit cleat. Perimeter channel fixed to ceiling section at 457mm C/C (max) to the above frame work, fixing one layer of 19mm thk BWR ply screw fixed to the underside of the suspension grid. Another layer of 6mm thk HDF is fixed over the plywood layer. The HDF surface is finished in premium emulsion paint finish - Asian Paints make - after putty and necessary surface preparation works. Proper supports to be given to handle fixing of Stretch False ceiling as shown in design fitted over the wooden false ceiling with necessary hardwares. 149 Stretch Ceiling in Reading Area - S/installation of Stretch Ceiling of Iceil / Euroceil / Equivalent make with white translucent film 75%stretched over Metal framework custom shape as shown in design suspended from wooden false ceiling. It shall consist of custom made Stretch false ceiling to fit exact dimensions with aluminium supports. The ceiling must be stretched and hooked into aluminium rails. Aluminium rails insuring good rigidityto be fixed to the wooden false ceiling at the specified level. The stretch ceiling to have Non-flammable fabric EURO CLASS B-S2 d0 in the European classification of reaction to fire with 10 years warranty. It shall include supply and installation of Neutral White Philips LED lighting with compatible LED driver and wiring in the stretch ceiling box. The lights to be placed in such a manner that no dark patch appears or zebra pattern appears. Once lights are installed stretch ceiling to give uniform output with required lux levels as per Architect. Rates shall be inclusive of installation of stretch ceiling and LED lights by companys installers. Rates shall also include the cost of transportation of materials and also the travellinghalting and all other misc. expenses of companys certified installer. 150 Pelmet for Blinds & ACs in Laminate finish - Supply and fabrication of 150mm high pelmets for blinds and 300mm high pelmets for AC units made of 19mm BWR ply to size and shape as per design. The pelmet is finished with 1mm thk. Laminate of approved shade and make on the exposed sides and edges finished with 2mm thk. matching edgeband. 151 Wallpaper in First floor Reading Area - S/installation of designer wallpaper of selected design in smooth finish - Asian Paints or Equivalent make - on wall surface after required surface preparations with necessary adhesives as per design. 152 DOORS 153 12mm Toughened Glass Door embedded in MS Frame ( 1.0m x 2.4m - 1no ) - P/fixing of single pane 12mm toughened glass door - of Saint Gobain make - embeded in 50mm x 50mm MS powder-coated frames of approved shade in Geze or equivalent make complete with necessary fittings - floor spring, door closer, 600mm ht. H-handle, locks etc. of Geze / Ozone / Dorma XLC make. 154 12mm Toughened Glass Door embedded in MS Frame ( 1.50m x 2.4m - 3nos ) - P/fixing of double pane 12mm toughened glass door - of Saint Gobain make - embeded in 50mm x 50mm MS powder-coated frames of approved shade in Geze or equivalent make complete with necessary fittings - floor spring, door closer, 600mm ht. H-handle, locks etc. of Geze / Ozone / Dorma XLC make. 155 12mm Toughened Glass Door embedded in MS Frame ( 1.80m x 2.4m - 3nos ) - P/fixing of double pane 12mm toughened glass door - of Saint Gobain make - embeded in 50mm x 50mm MS powder-coated frames of approved shade in Geze or equivalent make complete with necessary fittings - floor spring, door closer, 600mm ht. H-handle, locks etc. of Geze / Ozone / Dorma XLC make. 156 WPC Door with Vision panel ( 1.0m x 2.4m - 1no ) - P/fixing of 100x45mm Cellular hollow WPC door frame with rebate of 37mm paintedwith color of approved shade. The frame shall have 9mm deep groove for front architrave fixing. Outer layer of Cellular frame shall be 5mm thick and other 2 layer shall be of 4mm thickness. The front architrave shall be of 45 x 18mm hollow WPC section painted with color of approved shade. 30 x 12mm rear architrave, having width of 30mm and thickness of 12mm painted with color of approved shade. The frame and architraves shall be supplied in 3 parts as per customized size assembled with miter joint. The door frame having material density of 990kg/m3 (IS 2380 - part 3), shore hardness (D) of 62 (ASTM D2240), Moisture content less than 0.01% and water absorption of less than equal to 0.2% (IS 2380 - part 16). Providing 32mm shutters, all four edges of shutter shall be made of 55mm dried Pinewood frame. The frame to be fixed using PU foam and anchor fastners and requisite hardware. The complete shutter finished in paint finish of approved shade. The shutter to be fixed on the frame with necessary hardware fittings incl. hinges, locks, handles, floor spring and Door closer with standard arm of Hettich / Ebco / equivalent make. 157 LOOSE FURNITURE (cost to include installation charges) 158 Table with Metal Legs in Ground & First Floor Reading Area - Supply and installation of Wooden table, 38mm thk. Top made of doubly pressed 19mm thk. BWR ply and finished with 3mm Veneer of approved shade and make. The edges to be finished with 6mm thk. wooden beading with rounded edges. The table top is finished with duco Matt polish of approved shade and color. Metal legsfabricated of 50x25mm and 100x25mm MS frames to match design as per drawing and finished with powder-coated finish of approved shade as per design. The legs are fixed at the ends of the table top as per drawing. 159 1500mm (L) x 1050mm (D) 4 Seater Table 160 1500mm (L) x 1200mm (D) 4 Seater Table 161 750mm (L) x 1050mm (D) 2 Seater Table 162 Table with Metal Legs in Reading Area. 2dia Wire manager to be provided on top - Supply and installation of Wooden table, 38mm thk. Top made of doubly pressed 19mm thk. BWR ply and finished with 3mm Veneer of approved shade and make. The edges to be finished with 6mm thk. wooden beading with rounded edges. The table top is finished with duco Matt polish of approved shade and color. Metal legsfabricated of 50x25mm and 100x25mm MS frames to match design as per drawing and finished with powder-coated finish of approved shade as per design. The legs are fixed at the ends of the table top as per drawing. 2 dia ss wire manager - required nos provided on top as per drawing. 163 2000mm (L) x 1200mm (D) 4 Seater Table 164 1000mm (L) x 1050mm (D) 2 Seater Table 165 Medium-back Mesh Office Chairs - Supply amd installation of Medium backmesh chairs with Gas lift, Synchro tilt mechanism and foam cusion seating installation complete. The backrest, handles, seat frame and mesh to be in white color and the seat cushion to be in Grey color of approved shade as per design. 166 Round Pouff Chairs near Metal Racks - Supply and installation of round pouff seating in all floors of 450mm dia and 450mm height as per drawing with metal frames and PU molded cushion upholstered with 2 foam and fabric of approved texture, shade and color. 167 2-Seater Medium-back Sofa with Metal Legs in Reception Area - Supply and installation of medium-back 2seater sofa with cushion handrest and metal legs near ground floor Lending counter with 40 density foam for handrest, back and seat of size and design as per drawing and finished with fabric of approved texture, shade and color as per design. Basic cost of fabric Rs.150-200 per metre. MS legs in shape as per drawing and in black powder coated finish are provided as per design. 168 BOUGHT-OUT ITEMS (cost to include installation charges) 169 Mosquito Catcher - Supply and installation of 240W wall / floor mount corded commercial electric flying insect killer machine with catchment tray. 170 Assorted Wall Paintings - Supply and installation of decorative artwork printed in canvas / high quality thick premium glossy photo paper and encased in wooden frames of approved design, shade and color with 4mm thick glass in front of artwork as per design. 171 Photo Frames behind Lending Counter - Supply and installation of photos of tamil leaders printed in high quality thick premium glossy photo paper and encased in wooden frames of approved design, shade and color with 4mm thick glass in front of photos as per design. 172 Entrance Floor Mat - Supply and sinstallation of 2m x 1m Floor mat for the front entrance area on the floor. 173 Water dispenser - Supply, installation, and commissioning of Blue Star, model no.BWD3FMRGA or equivalent, hot ,normal & cold dispenser machine with refridgerator bottled water dispenser of 20L capacity with drip tray and other necessary accessories. 174 Wall Clock - Supply and fixing of wall mounted round/square Analog clockof approved design. 175 FIRE FIGHTING ARRANGEMENTS 176 Supply, installation, testing and commissioning of Conventional Smoke Detector suitably mounted on ceiling with MS juction box / false ceiling using fixing accessories like screws, plug, clamps, etc., as per standard methods and as directed by the Departmental Officers. (Make: Apollo / Equivalent) 177 Supply and kept in position of 9 litres capacity Fire Buckets of 4 Nos. with Bucket Stand as per standard specifications and as directed by the Departmental Officers 178 FIRE SAFETY 179 First Aid Box complete with all First Aid Medicines 180 Shock Treatment Chart fixed in glass frame 181 Fire Extinguisher Co2, 4.5 kg. confirming to TAC Norms 182 Danger Board as required by the Electrical Authorities 183 2m x 1m Rubber Mat suitable for 11 KV installation confirming to IS(5 set) 184 Hand Gloves 11KV Grade 185 Earth Discharge Rod 186 Supply and kept in position of 9 litres capacity Fire Buckets of 4 Nos. with Bucket Stand as per standard specifications and as directed by the Departmental Officers 187 Supply and fixing of stored pressure ABC (Mono Ammonium Phospate) Powder Type Fire Extinguisher of 6 kg. capacity as per IS:15683 with pressure gauge, discharge hose & control nozzle, wall mounting bracket, safety clip etc., including conveyance, all incidental charges, neccessary scaffolding and re-doing the dismantled portions to its original condition wherever found neccessary etc, complete as per standard specification and as directed by the Departmental Officers. Make: EXCELLENT / SAFETY FIRST / EQUIVALENT 188 Supply and fixing of Carbon-di-Oxide Gas Type 2 kg. capacity Fire Extinguisher as per New IS15683, complete with control valve, discharge hose with horn, wall mounting bracket, safety clip etc., including conveyance, all incidental charges, necessary scaffolding and re-doing the dismantled portions to its original condition wherever found necessary etc., complete as per standard specification and as directed by the Departmental Officers. Make: EXCELLENT /SAFETY FIRST / EQUIVALENT 189 FIRE ALARM 190 Supply, installation, testing and commissioning of Micro Processor based conventional 4 Zone Fire Alarm Control Panel having the rating of 24 volt DC power supply ,consisting 230/24 volt SMPS unit, 2Nos.of 12 volt 7 AH standby batteries, suitably mounted on wall using fixing accessories like screws, plug, clamps and etc., as per standard methods and as directed by the Departmental Officers. 191 Supply, installation, testing and commissioning of Manual Call Point (MCP) providing on wall using fixing accessories like screws, plug, clamps and etc., as per standard method sand as directed by the Departmental Officers.(Make: Ravel / Equivalent) 192 Supply, installation, testing and commissioning of Electronic Hooter / Sounder providing on wall using fixing accessories like screws, plug, clamps and etc., as per standard methods and as directed by the Departmental Officers (Make: Ravel / Equivalent) 193 Supply and laying of FRLS PVC insulated 2 core 1.5 sq.mm. Armoured Copper Cable on ceiling / wall using fixing accessories like screws, plug, clamps, etc., asper standard methods and as directed by the Departmental Officers. 194 ELELCTRICAL WORKS 195 LT CT TNEB METER BOX: 196 CT Metering Panel - Supply, installation, testing and commisioning of CPRI approved make of panel, cubicle type, Free standing, floor mounted, single front, 14 SWG CRCA sheet steel, enclosed separate compartment for each feeder, front operated, Powder coated, indoor type dust and vermin proof, hinged lockable doors, complete with electrolytic grade copper bus bars, internal wiring, colour coding, ferrules, Panel mounting MS channels, fasteners, etc., including all associated control wiring. 1set of 200/5A CT with TNEB Metering provision and 1nos of 200/5A CT for APFCR 197 250A Isolator Panel - Supply, Installation, Testing and Commissioning of CPRI approved make of 250A TPN MCCB panel, cubicle type, Free standing, floor mounted, single front,14 SWG CRCA sheet steel, enclosed separate compartment for each feeder, front operated, Powder coated, indoor type dust and vermin proof, hinged lockable doors, 198 MAIN LT PANEL: 199 Supply, Installation, testing and commissioning of 3Phase, 415Volts, Main LT Panel board of Indoor, Cubicle floor mounting type made out of 2mm thick CRCA Sheet with powder coated finishing, MS base frame, double internal earthing arrangements, 200Amps, rating TPN Copper busbars with interconnection busbar, etc., comprising of the followings:EB Incomer :1 No. 200Amps, 25kA, 4Pole, Thermal magnetic MCCB with Ext.RHOMMetering : 1 Set of RYB LED Indication lamps1 Nos. of Multifunction Meter with RS 4851 Set of Current Tranformers (200/5A, Cl-1), 1 No. 200/5A CT Outgoings: 2 Nos. 100A, 25kA, TP+N, TM MCCB with Ext. RHOM (APFCR & Spare)5 Nos. 63A, 25kA, TP+N, TM MCCB with Ext. RHOM (PDB-1,2&3, INVERTER & Spare)4 Nos. 32Amps DP MCBs (LDB-1,2&3 & SPARE) 200 APFC Panel: Supply, installation, testing and commissioning of 40 KVAR Automatic power factor correction panel ( APFC ) with 8 steps of capacitor switching cubicle type, free standing, Powder coated, 14 SWG CRCA sheet steel,enclosed separate compartment for each capacitor, front operated, indoor type dust and vermin proof, hinged, lockable doors, electrolytic grade aluminium bus bars, with SMC /DMC insulator supports, Digital volt meter, Ammeter with selector switch, 8 stage Digital Automatic power factor correction,( APFC ), Auto / Manual selector switch, cluster LED typeindicators, in the incomer,complete with electrolytic grade aluminium bus bars, MPP type Power capacitors, with 10 KVAR x 3 nos.5 KVAR x 1 no. 2 KVAR x 2 nos. 1 KVAR x 1no. Contactors, MCCB’s, start, stop, push buttons, internal wiring, colour coding, ferrules, cable gland plates, Aluminium earth bus for the entire length of the panel with bonding to earth and painting,Panel mounting MS Channels, fasteners, etc., including all associated control wiring and interlocking circuitry, MV panel sensing CT interconnecting wiring etc.,andAPFC Panel Installation, Testing , Commissioning and Transport Charges all inclusive. 201 Supply and fixing of 7 segment6 way TPN MCB sheet steel distribution board (Higher end) with metal / acrylic doorcover flush type /surface type fitted with busbars and neutral links with single / three phase MCB outgoings and seperate 4 way provision for accomodating one no. 4 pole incoming MCB / Isolator and another seperate 4 way provision for accomodating one no. 4 pole ELCB / RCD (totally 8 ways in one segment) (3x 6 ways in each segment) and seperate provision for MCB / Isolators ( totally 18 nos.) for sub incomers in 3 segments with lable holder and provison for taking up cable for size not less than 35 sq.mm. withthe following on wall with earth connection only.i.63A 4P MCB- 1 no. ii.63A 4P 30MA RCCB/ELCB - 1 no. iii.63A DP MCB Isolator -3 nos. iv.6A to 32A SP MCB - 18 nos. 202 Supply and fixing of 12 way single pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1no. 32A DP MCBswitch as incoming and 10 nos. 6A to 32A SP MCB as outgoing in flush with wallwith earth connection only.Higher End 203 Supply and Laying of 3 1/2x 120 sq.mm. PVC armoured LTUG cablein suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good. 204 Supply and layingof 2 x 6 sq.mm PVC armoured LTUG cable in a trench to be excavated at a depth of 0.75 metre putting0.15metrelayerofsandand coveringthe cablecompletely withbricksandsandandrefillingtheearthto make good 205 Supply and Clamping of 3 1/2 core x 120 Sq.mm PVC armoured LTUGaluminium cable on post or on wall MS-clamps, saddles, plugs, screws etc., complete including transport charges of UG cable. 206 Supply and Clamping of 3 1/2 core x 35 Sq.mm PVC armoured LTUGaluminium cable on post or on wall MS-clamps, saddles, plugs, screws etc., complete including transport charges of UG cable. 207 Supply and Clamping of 3 1/2 core x 25 Sq.mm PVC armoured LTUGaluminium cable on post or on wall MS-clamps, saddles, plugs, screws etc., complete including transport charges of UG cable. 208 Supply and fixing of brass cable gland for 3-1/2 x 120 sq.mm. PVC armoured LTUG cable with earth connection 209 Supply and fixing of brass cable gland for 3-1/2 x 35 sq.mm. PVC armoured LTUG cable with earth connection 210 Supply and fixing of brass cable gland for 3-1/2 x 25 sq.mm. PVC armoured LTUG cable with earth connection 211 Supply and fixing of brass cable gland for 2 x 6 sq.mm. PVC LTUG armoured cable with earth connection 212 Supply and providing cable end termination of 3-1/2 x 120 sq.mm. PVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete 213 Supply and providing cable end termination of 3-1/2 x 35 sq.mm. PVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete 214 Supply and providing cable end termination of 3-1/2 x 25 sq.mm. PVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete 215 Supply and Run of 4 of 10 sq.mm.PVC insulated SC unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigidpipe concealed inwall and ceiling with continuous earth wire connection of 10 sq.mm copper wire and making good of the concealed position. 216 Supply and Run of 2 of 6 sq.mm.PVC insulated SC unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigidpipe on wall and ceiling with continuous earth wire connection by 6 sq.mm. PVC insulated SC unsheathed FRLS copperwire with painting of suitable colour. 217 Supply and Run of 2 of 2.5 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with continuous earth wire connection of 2.5 sq.mm copper wire and making good of the concealed portion 218 Wiring with 2 x1.5 sq.mm.PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigidpipe on wall and ceiling and switch dropportion PVC rigid pipe concealed in wall with PVC accessories with Module GI switch boxin flush wall with 6A one way module switch with module front plate withcontinuous earth wire connection of 1.5 sq.mm copper wire with painting of Suitable colourforOpen PVCLight point / fan point (for electronic regulator) ( 6 points / Coil)Higher End - PRIMARY POINTS 219 Wiring with 2 x1.5 sq.mm.PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigidpipe on wall and ceiling and switch dropportion PVC rigid pipe concealed in wall with PVCaccessories with Module GI switch boxin flush wall with 6A one way module switch with module front plate withcontinuous earth wire connection of 1.5 sq.mm copper wire with painting of Suitable colourforOpen PVCLight point / fan point (for electronic regulator) ( 6 points / Coil)Higher End - SECONDARY POINTS 220 Wiring with 3 x1.5 sq.mm.PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigidpipe Concealed in wall and ceiling with PVCaccessories with ModuleGI switch box in flush with wall with 6A two way module switch with module front plate withcontinuous earth wire connection of 1.5 sq.mm copper wire and making good of the concealed portion with suitable colourfor ConcealedPVC pipe Stair case Light pointHigher End 221 Wiring with 2Rx1.5 sq.mm. (22/0.3) PVC insulated Single core unsheathed FRLS copper conductor of 1100V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with Module GI switch box in flush with wall with 1no. 6A one way module switch and 1no. 6A 3/2 Pin module socket with module front plate with continuous earth wire connection of 1 run of 1.5 Sq.mm copper wire and making good of the concealed portion with suitable colour for Concealed PVC Pipe 5A Plug Point ( 8 Points / Coil ) 222 Wiring with 2Rx4sq.mm PVC insulated Single core unsheathed FRLS copper conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessories with suitable Module Plastic switch box in flush with wall with 1no. 16A one way module switch and 1no. 16A 3/2 Pin module socket with module front plate with continuous earth wire connection of 4.0Sq.mm copper wire and making good of the concealed portion with painting ofsuitable colourfor Concealed PVC Pipe 15A Power Plug Point ( 8 Points / Coil ) 223 Supply and fixing of 1 no.6A two module 5 pin socket , 1 no.6A one module switch with module cover plate (plastic) onsuitable module concealedBox (GI ) in flush with wall with connections. Higher End 224 Supply and fixing of 2nos.6A two module 5 pin socket , 2 nos.6A one module switch with module cover plate (plastic) onsuitable module concealedBox (GI ) in flush with wall with connections. Higher End 225 Supply and fixing of 1 no.6/16A two modulesocket , 1 no.16A one module switch with module cover plate (plastic) onsuitable module concealedBox (GI ) in flush with wall with connections. Higher End 226 Supply and fixing of 25A Flush type Wall Socket 25A DP MCB complete set for AC Plug in flush with wall with earthconnection (For AC Plug) 227 LED LIGHTINGS 228 Supply, fixing, testing & commissioning of 15W concealed mountingLEDCylindrical luminairewithDie-Cast Aluminium sheethousing withopal high transmission diffuserfixedinseparateDie-Cast Aluminiumsheet frame with operating voltage range (90 - 265V AC). LED driver efficiency should be greater than 83% with CRI greater than 80 and withcolourtemperature4000Krange.LEDhaving50,000 burning hours with minimum 80% lumen maintenance and power factor 0.90 with THD less than 20% & Surge protection 2.5kV. Systemconsumptionshouldbe15WLED fixture with lumen package of 2250 lumens. The luminaire shall be IP40 rated and wired with PVC unsheathed copper leads from terminal to the fitting. Note: All Indoor luminaire shall have NABL certificate on Resistance to Flame & Ignition as per IS 10322 part-1 :2014. Make: K-Lite or Equivalent. 229 Supply, fixing, testing & commissioning of 15W Surface mountedLEDCylindrical luminairewithDie-Cast Aluminium sheethousing with Translucent Polystyrene diffuser fixed in separateDie-Cast Aluminium sheet frame with operating voltage range (90 - 265V AC). LED driver efficiency should be greater than 85% with CRI greater than 80 andwithcolourtemperature4000Krange.LEDhaving54,000 burning hours with minimum 85% lumen maintenance and power factor more than 0.90 with THD less than 10% & 2.5kV surge protection. System consumption should be 15W LED fixture with lumen package of 2000 lumens. The luminaire shall be IP40 rated and wired with PVC unsheathed copper leads from terminal to the fitting. Note: All Indoor luminaire shall have NABL certificate on Resistance to Flame & Ignition as per IS 10322 part-1 :2014. Make: K-Lite or Equivalent. 230 Supply, fixing, testing & commissioning of 18W Surface mountedLEDCylindrical luminairewithDie-Cast Aluminium sheethousing with Translucent Polystyrene diffuser fixed in separateDie-Cast Aluminium sheet frame with operating voltage range (90 - 265V AC). LED driver efficiency should be greater than 85% with CRI greater than 80 andwithcolourtemperature4000Krange.LEDhaving54,000 burning hours with minimum 85% lumen maintenance and power factor more than 0.90 with THD less than 10% & 2.5kV surge protection. System consumption should be 18W LED fixture with lumen package of 3300 lumens. The luminaire shall be IP40 rated and wired with PVC unsheathed copper leads from terminal to the fitting. Note: All Indoor luminaire shall have NABL certificate on Resistance to Flame & Ignition as per IS 10322 part-1 :2014. Make: K-Lite or Equivalent. 231 Supply, fixing, testing & commissioning of 12W surface mountingLEDCylindrical downlight luminairewithDie-Cast Aluminiumsheethousing withClear PolycarbonatediffuserfixedinseparateDie-Cast Aluminiumsheet frame with operating voltage range (100 - 265V AC). LED driver efficiency should be greater than 85% with CRI greater than 80 andwithcolourtemperature4000Krange.LEDhaving50,000 burning hours with minimum 85% lumen maintenance and power factor 0.90 with THD less than 20% & Surge protection 3kV.Systemconsumptionshouldbe12WLED fixture with lumen package of 1680 lumens. The luminaire shall be IP20 rated and wired with PVC unsheathed copper leads from terminal to the fitting. Note: All Indoor luminaire shall have NABL certificate on Resistance to Flame & Ignition as per IS 10322 part-1 :2014. Make: Crompton, K-Lite, Ace or Equivalent. 232 Supply, fixing testing and commisioning of 20W Cloud shape designer pendant light in Warm white temp. as per Architects design given in Computer Section with operating voltage range (120 - 270V AC). LED driver efficiency should be greater than 85% with CRI greater than 80 andwithcolourtemperature3000Krange.LEDhaving50,000 burning hours with minimum 70% lumen maintenance and power factor 0.90 with THD less than 10% & UGR < 19 complaince to LG7guidelines. The luminaire shall be wired with PVC unsheathed copper leads from terminal to the fitting.(140 lm/W) Make: Crompton, Philips, Bajaj or Equivalent. 233 Supply, fixing, testing & commissioning of60W Linear Light [1.2 [12W]+1.2[12W]+6.1 [6W]+6.1 [6W]] combination Customized pre fixed Recatngular Linear light with Wooden JointsSuspended mountedLED luminairewith Extruded Aluminium body with Die-Cast Endcaps withpolycarbonate diffuser. LED driver efficiency should be greater than 85% with CRI greater than 80 andwithcolourtemperature4000Krange. LEDmore than 90% lumen maintenance and power factor more than 0.90 with THD less than 10%, Surge protection 3kV and UGR < 12. The luminaire shall be IP40 rated and wired with PVC unsheathed copper leads from terminal to the fitting. Note: All Indoor luminaire shall have NABL certificate on Resistance to Flame & Ignition as per IS 10322 part-1 :2014. Make: K-Lite or Equivalent. 234 Supply, fixing, testing & commissioning of 9W In-ground LED luminaire with Die-Cast Aluminium housing with toughened clear diffuser and 316 grade Stainless steel front ring with operating voltage range (100 - 277V AC). LED driver efficiency should be greater than 85% with CRI greater than equal to 80 andwithcolourtemperature3000Krange.LEDhavingmore than 60,000 burning hours with minimum 70% lumen maintenance and power factor more than equal to 0.90 with THD less than 10% & Surge protection 2.5kV.Systemconsumptionshouldbe9WLED fixture with lumen package of 1350 lumens. The luminaire shall be IP67 rated and wired with PVC unsheathed copper leads from terminal to the fitting. Note: Product should have Narrow beam, Moisture arrestor, IP 68 Connector for on site connections.Luminaire should have Anti Glare VisorHoneycomb assembly. Make: K-Lite or Equivalent. 235 Supply, fixing, testing & commissioning of 8W In-ground LED luminaire with Die-Cast Aluminium housing with clear toughened glass diffuser and 316 grade Stainless steel front ring with operating voltage range (150 - 270V AC). LED CRI greater than equal to 80 andwithcolourtemperature2700Krange.LEDhavingmore than 60,000 burning hours. The luminaire shall be IP67 rated and wired with PVC unsheathed copper leads from terminal to the fitting. Note: Product should have Narrow beam, Moisture arrestor, IP 68 Connector for on site connections.Luminaire should have Anti Glare VisorHoneycomb assembly. Make: K-Lite or Equivalent. 236 Supply, fixing, testing & commissioning of Nebula Midi 12W Inground spike / Die-Cast Aluminium bracket mounted LEDcylindrical luminairewithDie-Cast Aluminiumalloy housing withclear toughened glass diffuser with operating voltage range (100 - 300V AC). LED driver efficiency should be greater than 80% with CRI greater than equal to 80 and with colour temperature 3000Krange. LED having power factor more than 0.95 with THD less than 10% & Surge protection 4kV.The luminaire shall be IP66 rated and wired with PVC unsheathed copper leads from terminal to the fitting. Note: Product should have Moisture arrestor and IP 68 Connector for on site connections.Luminaire should have Anti Glare Visor + Honeycomb assembly. Make: K-Lite or Equivalent. 237 Supply, fixing, testing & commissioning of 6W / 2x6W Wall mountedLEDwall luminairewith Extruded & Die-Cast Aluminium body with clear toughened glass diffuser and Mirror finish pure Aluminium reflector. Operating voltage range (100 - 300V AC). LED driver efficiency should be greater than 80% with CRI greater than 80 andwithcolourtemperature3000Krange.LEDhaving power factor more than equal to 0.95 with THD less than 15% & Surge protection 4kV. The luminaire shall be IP65 rated and wired with PVC unsheathed copper leads from terminal to the fitting. Make: K-Lite or Equivalent. 238 Supply and fixing of 1200mm(48) sweep A ceiling fan - Havells make - complete with stepped electronic 300W regulator with 600mm down rod with fan clamp with side plates and cross arm of size 450mm(18) 239 Supply and fixing of 450mm (18) Wall mounting 5 star rated complete (Higher end) with necessary accessories and hardwares as required. 240 Supply and fixing of 300mm (12) sweep AC exhaust fan complete without provision of hole in the wall 241 Supply and fixing of louvers shutters arrangements for 300mm (12) sweep AC exhaust fan 242 Earthing as per the ISI specification with an earth electrode of 2.10 metre Class B GI pipe of dia not less than 40mm withcopperearthplateofsize125mmx50mmx6mmwithnecessaryfunnelingarrangementswithnecessary masonry work and with 38mm RCC cover slab for the brick masonry 243 Supply and erection of Copper plate earthing station with GI pipe, 600x600x3mm thick copper plate, salt, charcoal, etc., including civil works, heavy duty CI Cover, etc., as per IS 3043 standards 244 Supply and run of 25mm x 3mm tinned copper flat with necessary clamps / supports on wall / floor / ground for earth connection 245 Supply and Run of1 of No.8 SWG copper wire for earth connection 246 Supply and Run of1 of No.8 SWG copper wire in suitable PVC rigid pipeon wall / floor / ground for earth connection 247 Supply and fixing of 10A 400V, 50 Hz 3 phase 4 wire watt hour meter on suitable TW box with earth connection 248 The cable rack shall have runners rugs of suitable size, horizontal elbow, vertical elbow 90 Deg. Up vertical elbow 90 Deg. Down, re-deep, coupler plates,materials.The cable racks shall be suspended from ceiling supported from side walls in columns etc. with adequate size supporting angles / channels with fasteners, welding, anchor bolts, nuts etc.The rack shall have suitable cable clamping arrangements etc.Cable Tray /ladder should be powder quoted as match with ceiling colour as per PWD requirements.The rate shall inclusive of necessary Wedge anchors threaded rods,nuts & bolts, making clamp for rcc roof fix/ perlin/Truss, cable tray clamps etc, (8 mm threaded rod supports shall be providedat not more than 2 mtr center to center and as per site requirement ) 249 Perforated type Supply and fixing ofGI Hot Dip / Powder Coated 16 SWG Cable Tray with 300 mm width and 50mm height 250 Perforated type Supply and fixing ofGI Hot Dip / Powder Coated 16 SWG Cable Tray with 150 mm width and 50mm height 251 Supplying and fabricating of MS structural steel supports for various applications using U channels, MS angle iron, bolts, nuts, anchor bolts etc., required for the work, cut to the size, bent to shape, welding, grouting etc., complete. Supports shall be powder coated with required colour for different system as mentioned above. 252 Supply and fixing ofRaceways Metal / GI with 150mm widthx 38mm heightwith Suitable Fixing bracket and Siutable Coupler Jiont with Connected all accessories complete work. 253 Construction of inspection chambers of following sizes 60 x 60 x 60cm with earth work excavation for foundation with 23cm thick brick jelly cement concrete bed in C.M.1:4:10 using 40mm Brick jelly for foundation, brick work in C.M.1:6 for chambers, plastering with C.M.1:3 12mm thick, benching, channelling, 75mm thick RCC loose slab covering in C.M.1:2:4 mix using 20mm blue granite jelly including necessary reinforcement, etc., complete . (GCC -2023-24, SCH No:718, P.No-45) 254 Supply,fixing and laying of Heavy duty PVC pipes complete buried in floor with joints and other accessories as required.110 mm dia, 2mm thick 255 Split Type AC UnitSupply, Installation, Testing and Commisioning of Wall mounted Split type Inverter 2.2 TR Air Conditioning Unit with supply and installation of necessary accessories including necessary length of copper pipes, suitable type double boost voltage stabilizer, pvc drain pipes, also includes necessary opening in the walls (if necessary) for the drain pipe routing, outdoor unit stand and all other required accessories for the 2.2TR split type AC unit. The quoted rate should be inclusive of materials, labour, wages, fixtures, transportation, installation, wasteages, Octroi, machinery, temporary works such as scaffolding, cleaning, overheads, profit, statutory expenses, incidental charges and all related expenses to complete the work. 256 5KVA UPSSupply, erection, testing and commissioning of the following rating of UPS Systems for emergency lightings. Supply of Micro Processor Controlled 5 KVA UPS andinput supply of 430 Volts ± 15%, 3 Phase, 50 Hz ± 5%and an out put of 230 Volts ±1%, 1 Phase 50 ± 0.01 Hzconsisting ofRectifier, Out put Isolation Transformer, Battery Circuit Breaker, Static and Manual Bypass Switches and all others accessories required as per detailed specification .The system should be suitable for independent mode of operation.Supply of Sealed Maintenance Free Batteries to support 5 KVA for 6 hrs complete with intercell connectors, battery stand made out of Powder Coated MS Angles with adequate supports to carry the load of the batteries as per specification.Installation,Testing and Commissioning of complete1 nos 5 KVA UPS system in Independent mode of operation with the battery bank including inter connection of UPS and battery banks with adequate size of copper cable, lugs etc. complete as required. 257 Supply and erection of 2mx1mRubberMatsuitablefor11KVinstallation confirming to IS (5 NOS) 258 Supply of First Aid Box complete with all First Aid Medicines 259 Supply and fixing of Shock Treatment chart with Glass frame 260 Supply and fixing of4 Nos. Fire Buckets made out of 40 x 40 x 6mm MS Angle 261 Supply and fixing of Fire Extinguishers Co2, 4.5Kg confirming to TAC norms 262 Supply and fixing of Danger Boards (415Volts & 230Volts) 263 XEROX MACHINE: Supply, installation, testing and commissioning of A3 Xerox 5855 Photocopier machine, Multi-function, Windows 11, laser printing with multiple features like Print, Scan, Copy, 2-sided ouput, Network connectivity, print speed upto 55 pages per minute, print resolution upto 4800x1200 dpi and paper capacity 46000 sheets (standard) / 8700 sheets (max with optional feeders) 264 DESKTOP PC: Supply, installation, testing and commissioning of Dell Inspiron 27 All-in-One Desktop PC of following specifications:1.Processor: Intel Core7 150U (12MB cache, 10 cores, 12 threads, upto 5.4 GHz Turbo)2. Operating System: Windows 11 Home Single Language, English3. Graphics Card: NVIDIA GeForce MX570A with 2GB GDDR6 graphics memory4. Monitor: 27, FHD 1920x1080, 60Hz, WVA, Touch, InfinityEdge, Narrow Border5. Memory: 16GB: 2 x 8GB, DDR4, 3200 MT/s6. Storage: 1TB M.2 PCle NVMe Solid State Drive7. Color: Pearl White Cover + Molded Speaker Grill (for Touch LCD)8. Microsoft Office: Microsoft Office Home and Student 20219. Security Software:McAfee LiveSafe 1-year (5-device)10. Keyboard: Dell Pro Wireless Keyboard and Mouse - Dell KM5221W White11. Wireless: Intel Wi-Fi 6E AX211, 2x2, 802.11ax, Bluetooth wireless card12. Power: 90W AC adapter, 4.5mm barrel 130W AC adapter 4.5mm barrel 265 PRINTER: Supply, installation, testing and commissioning of HP Smart Tank 790 WiFi All-in-One Printer Duplexer with ADF and Magic Touch Panel Inkjet Colour printer, print speed 11-20 sheets with multiple features like print, scan, copy, fax, multi-port connectivity (Hi-speed USB 2.0, Wifi, Bluetooth LE , 1 USB Host, LAN) , 2.4/5G dual band Wi-Fi, Wi-Fi Direct, mobile printing capability, etc 266 METAL SIGNAGE BOARDS: Supply and fixing of metal signages for the following:1. Mudhalvar Padaipagam text in Tamil of size 20 x 15with backlit LED placed over the base, fabricated using stainless steel sheet of minimum 16G thickness brush finish of required size and colour as required. 267 LOGO SIGNAGE BOARDS: Supply and fixing of acrylic signages for the following:1. Mudhalvar Padaipagam logo of size 2 x 22. CMDA logo of size 3 x 463. Directorate of Public Libraries logo of size 6 diawith backlit LED placed over the sun board base, SIDE EDGES(4): 5mm transparent white acrylic sheet with laser cut & 4inches manual raising all around with details. ACRYLIC SHEETS & ITS TECHNICAL PARAMETERS:Front: a. 5mm Imported (Mitsubishi/equivalent) acrylic cutting on laser cutting machine.b. Flexi bond make 25mm Sun board for the back of the logo. 268 CCTV SYSTEM 269 Supply, Installation, Testing and commissioning of 32 channel 2 SATA NVR, with 8TB Hard Disk Drive 2 nos, New logical and visualized GUI design Dual-OS design to ensure high reliability of system running, ANR technology to enhance the storage reliability when the network is disconnected,Configurable normal or hot spare working mode to constitute an N+1 hot spare system Video Input and Transmission, Connectable to the third-party network cameras Compression and Recording, H.265+ compression effectively reduces the storage space by upto 75%, Full channel recording at up to 12MP resolution HD Video Output  HDMI1 / VGA1 outputs provided  HDMI1 Video output at up to 4K ( 3840 × 2160 ) resolution Storage and Playback, Upto 16 SATA interfaces and 1 eSATA interface for HDD connection, Support upto 10TB capacity for each HDD, Smart search for efficient playback. and smart playback to improve the playback efficiency,Supports VCA search for fire/ship/temperature/temperature difference detection triggered video files, POS information overlay on live view and playback, POS triggered recording and alarm Network & Ethernet Access  Hik-Connect for easy network management, 2 Gigabit Ethernet network interfaces. (Make : Hikvision / Dahua / Sony. 270 Supply of 4MP, Internet Protocol fixed BULLET CAMERA/DOME CAMERA (INDOOR & OUTDOOR)with following specification:●1/2.5 Progressive Scan CMOS, ● 3840 × 2160 @15 fps,2.8/4 mm fixed lens,01 lux @ (F1.2, AGC ON), 0.028 lux @(F2.0, AGC ON), 0 lux with IR, H.265+, H.265, H.264+, H.264, 2 Behavior analyses ( Line crossing detection, intrusion detection)● Face Detection ● 120dB WDR, ● BLC/3D DNR/ROI, IP67 complied●On-board Storage -Built-in micro SD/SDHC/SDXC card slot, up to 128 GB,● Shutter Speed 1/3 s to 1/100,000 s, ● 3-Axis Adjustment Pan: 0° to 360°, tilt: 0° to 100°, ● rotate: 0° to 360°, 2.8 mm, ● horizontal FOV: 102°, vertical FOV: 53°, diagonal FOV: 124°, ●Lens Mount M12 ● IR Range I5: up to 50 m, ● Image Settings Rotate mode, saturation, brightness, contrast, sharpness adjustable by client software or web browser, ● Power Consumption and Current-12 VDC, 0.7 A, max. 7.5W PoE: (802.3af, 36V to 57V), 0.3 A to 0.2 A, max. 9W● Camera out fitted with metal housing so as to prevent the lens from damages during physical abuse. with Camera Stand. (Make: Dahua/Panasonic) 271 Supply, Installation, Testing and Commissioning of 32 smart LED TV with following specifications a) Full HD 4K monitor b) IPS pannel c) Slim back light LED module d) 900 PMI e) Triple XD engine f) Dynamic scanning g) ANRh) True colour generatori) 8modes of picture j) picture wizardIII k) Real cinema 24P l) HDMI -3nos m) USB -3nos n) Built in LAN o) Magic remotep) Dimension 1242 x 724 x 55.1min(37). (Make: Sony/ LG /Samsung). 272 Supply and Clamping of CAT 6 unarmoured cable in suitable PVCPipe 1 thick on wall / ceiling with connected PVC accessories with clamps, saddles etc., complete. (Between ethernet switch to camera and radio modem)i. Application : Primary (Campus), Secondary (Riser), Tertiary(Horizontal)IEEE 802.3 : 10Base-T; 100Base-T; 1000Base-TIEEE 802.5 16 MB; ISDN; TPDDI; ATMii. Standards: ISO/IEC 11801 2nd ed.; IEC 61156-5 2nd EN 50173-1; EN 50288-6-1,EIA/TIA 568C.2, RoHS Compliant.Fire Rating: PVC : IEC 60332-1.iii. Conductor - Bare Copper Wireiv. Insulation - Polyethylene v. Twisting - 2 Cores to the pairvi. Cable lay up - 4 Core to the pair It has diameter of (23 AWG) 0.550 ± 0.015.Insulation : Polyethylene.GI wire of size is 0.90 ± 0.030mm. 273 Fixing and Termination of CAT 6 Cable RJ 45Jack Single Point ( Point to Point ) Crimping, Testing and arrangement charges. 274 Supply and fixing of POE 24 port switch with two uplink port, 10/ 100 / 1000 Base -T / 2 x 1000Base-FX / 20Gbps bandwidth / IEEE803.af/at compliant PoE+ / RJ45 supports auto MDI/MDI-X function / Auto negotiation speed, half/full-duplex / Store and forward / Max packet size: 10kbytes / Wide range power design (12~56VDC) / Operating temperature (-40 ̊C ~ +75 ̊C) / Reverse polarity protection / Resettable fuse to protect against overcurrent / IP-40 protection / EFT protection for power line. (Make: DLINK,NETGEAR/ TPLINK) 275 Supply and fixing of POE 8 port switch10/ 100 / 1000 Base -T / 2 x 1000Base-FX / 20Gbps bandwidth / IEEE803.af/at compliant PoE+ / RJ45 supports auto MDI/MDI-X function / Auto negotiation speed, half/full-duplex / Store and forward / Max packet size: 10kbytes / Wide range power design (12~56VDC) / Operating temperature (-40 ̊C ~ +75 ̊C) / Reverse polarity protection / Resettable fuse to protect against overcurrent / IP-40 protection / EFT protection for power line. (Make: DLINK,NETGEAR/ TPLINK) 276 Supply and Fixing of Rack with Accessories -Higher end12u Rack with fan extra for the above rack. (speaker/data/cctv) 277 Supply and Installation for 2KVA UPS with Battery, Single Phase UPS (Single Phase In & Single Phase Out) Capacity - System with Battery - 2 Hours back up andbattery stand. 278 Supply, Erection of 6mLengthpole with base plate of size 300x300x12mm as per IS-875 with following specification. Pole Outter dia -76.10mm x 3.65mm Thick x 6 meter with foundation Charges. 279 Supply and Run of 3C X 2.5 sqmm insulated multistrandad flexible copper Trailing Flat/round cable of 1100 V grade in suitable PVC rigid pipe on wall and ceiling with painting of suitable colour. 280 Supply, installation, testing, and commissioning of broadband WiFi connection with the following specifications: Networking Interface: (1) GbE RJ45 PortPower Method: PoE+, Pasive poE(48V)Max TX power: 5.0 GHzAntenna gain: 5.0 GHzMounting: Wall or Ceiling MountingWireless security: WPA-PSK, WPA-Enterprises (WPA/WPA2/WPA3)VLAN: 802.1QConcurrent Clients: 300+5G connectivity,300mbps speed, unlimited monthly data plan, 5G compatible router with wifi boosters provided at required areas. 281 PA SYSTEM 282 Supply, Installation,Testing & commisioning of 15W Wall Speaker 2 way high efficiency, high fidelity, long throw IP65 weather proof P.A Music Horn speaker. It combines the high efficiency of horn with wide frequency response.Music horn is weather protected and UV protected ABS plastic housing combines with the feature of easy poertap selection on a terminal strip with a two core cable.It has impedence of 250/500/1k/2k ohm with frequency response of 120-16000 hertz. (Make:AhujaAMH402T/Bosch or its equivalent) 283 Supply, Installation,Testing & commisioning of 480 watts P.A Booster Amplifier with the output power of 1350 watts maximum, 500watt rms at 10% Thyristor harmonic distortion(THD), 850watt RMS at 5% THD, 800 wattsRMS at 2% THD and the power supply AC voltage ranging from 220-240 volt, 50/60 hertz. with the DC input of 48 volt and 1000watts has tone controls of Bass=+- 10 db at 100 hz weighing 42kg with the speaker output of2Q,4Q.70volt&100volt has power consumption of 1600VA AC &12A DC and 100db output regulation at 1khz no load to full load ratio. The signal to noise ratio is 60db with the imnput channels of 0.8mv/4.7kq,3*Aux 100mv/50kq.The frequency response of 50-15000hz+-3db.(Make:Ahuja SSA 10000/Bosch or its equivalent) 284 Supply, run, testing and commissioning of2Core x 1.5sq sqmm PVC insulated UnArmoured Speaker Cable in suitable 25mm dia Pvc Rigid pipe concealed on wall and ceiling with continuous earth wire connection with painting of suitable colour. 285 Supply & Installation of custom built M.S Powder coated wall mounting Audio rack (42U Rack) with Lock & key for housing of Amplifier & player/Recorder conforms to EIA-310,IEC-60297 and able to withstand the load of 40kg with welded construction made up of CRCA steel with suitable height, width and depth.

BRR : 10222899 Tender For Misc Maintenance Civil Work At Shakti Bhawan Extn Lko- 1 Concrete With 4Cm Gaugestone Ballast, Coarse Sand ( F.M. 1.8 To 2.5 ) & Cement In Proportion Of 12:6:1 In Foundations &Under Floors Including Supply Of All Materials, Labour And Tools And Plants Etc. Required For Proper Completion. 2 Cement Concrete With 2Cm Gauge Approved Hard Stone Ballast, Coarse Sand ( F.M. 1.8 To 2.5 ) And Cement In Proportion Of 4:2:1Including Supply Of All Materials, Labour, Side Shuttering Ifrequired And T&P Etc. Required For Proper Completion Of Work. 3 S / F 40 Mm Thick Precast Rcc Jali ( Approx 0.5 Sq.M. Size ) Ofapproved Design With 1:3 Cement, Coarse Sand Mortar And 1.6 Mm Dia M.S.Reinforcement With Cost Of All Materials Labour And T&Pcomplete Including Cutting Required Grooves In Walls And Grouting. 4 Concreting Of 40 Mm Thick Rcc Trench Covers In Mild Steel Framework With Rcc 1:1.5:3 In Cement, Chopan Coarse Sand ( F.M. 1.8 To 2.5 ) And 2Cm Gaugegraded Hard Stone Ballast With 3Mm Thick Floating Coat Of Neatcement Finish On Top Of Cover Complete With All Labour, Materials And Placing The Same In Proper Position At Required Location Of Cable Trench Within The Substation Area. 5 Rcc Work With Cement, Approved Coarse Sand ( F.M. 1.8 To 2.5 ) And2 Cm Gauge Graded Approved Hard Stone Ballast Like Grainite, Quartzite Etc From Dalla, Jhansi Or Other Quarries In Proportion 1:1.5:3In Lintels Of Doors And Windows, Excluding Supply Of Reinforcement & Its Bending But Including Its Fixing And Binding The Same With Binding Wire, Including Cost Of All Other Materials Labour And T&P. 6 Rcc Work With Cement, Approved Coarse Sand ( F.M. 1.8 To 2.5 ) And2 Cm Gauge Graded Approved Hard Stone Ballast Like Grainite, Quartzite Etc From Dalla, Jhansi Or Other Quarries In Proportion 1:1.5:3Inlighter Beams I.E. Having Span Upto6m, Excluding Supply Of Reinforcement & Its Bending But Including Its Fixing And Binding The Same With Binding Wire, Including Cost Of All Other Materials Labour And T&P . 7 First Class Brick Work In 1:6 Cement And Coarse Sand ( F.M.1.8 To 2.5 ) Mortar In Foundation And Plinth Including Supply Of Allmaterials, Labour & T&P Etc. Required For Proper Completion Of Work. 8 First Class Brick Work In 1:6 Cement And Coarse Sand ( F.M.1.8 To 2.5 ) Mortar In S. S Including Supply Of Allmaterials, Labour & T&P Etc. Required For Proper Completion Of Work. 9 First Class Brick Work In 1:4 Cement And Coarse Sand ( F.M.1.8 To 2.5 ) Mortar In Super Structure In Steps, Parapet Andfacia Including Nacessary Cutting Moulding Of Bricks Andincluding Supply Of All Materials Labour & T & P Required Forproper Completion Of The Work Including Placing & Fixing Ofreinforcement In Position With 24 B.W.G. Binding Wire Withcentering Shuttering Complete But Excluding Cost Of Reinforcementand Its Bending Which Shall Be Measured Separately. 10 S / F Galvanized Mosquitos Proof Heavy Quality Iron Wire Gauge ( 14X24 ) Over Window Frames And Including Supply Of C.P. Teak Wood Battens 8Cm X 1Cm. And Including Supply And Fixing Of Necessary Screws, All Materials, Labour Andt&P Etc. Required For Proper Complete. 11 Fixing Of Departmental Doors & Windows Shutters Including Supply& Fixing Of Hinges And Other Fixtures. ( Excluding Their Supply ) Including All Materials, Labour & T&P Etc. Required For Proper Completion Of Work. 12 P / F Fully Anodized Aluminium Fixed Glazing With Hindalco Or Equivalent Extruded Standard Sections14gauge ( 2.41Mm Thick ) Of Various Cross Sections And Joints Mitred And Jointed As Shown In Drawingincluding Providing & Fixing 5.5 Mm Thick Toughened Glass With Neoprene Beading & Aluminium Glazing Clips All Around. The Minimum Thickness Of Anodizing On All Aluminiumsections Should Be 20 Microns With A ( + ) 2 Microns Tolerance . The Rate Should Include The Cost Of Fixing The Aluminum Frame On Teak Wood Frame Or Finished Wall ( Rb / Rcc / Masonry ) Surface By Means Of 80 Mm Long Approved Counter Sunk Screws Provided At 500 Mm C / C Or Part There Of Starting From 100 Mm Above The Bottom In Vertical Member And 100 Mm From Both The Ends Of Horizontal Top And Bottom Member Excluding Cost Of Teak Frame But Including Cost Of All Other Material, Labour, Tools & Plants Etc. Complete. 13 Same As Above Item No. 12 But For Openable Window Portion As Shown In Drawings, Including Cost Of Aluminium Hinges And All Other Fittings Like Concealed Towerbolts Handles Etc Of Approved Quality And Including Cost Of All Other Material, Labour, Tools & Plants Etc. Complete. 14 Same As In Item No. 12But For Openable Gate / Door Portion As Shown In Drawings Including Cost Of Hinges And Aluminium Fittings Like Tower Bolts, Handles, Stoppers, Push Plates, Brass Body With Brass Component 6 Levers Cocealed Lock Etc Of Heavy & Approved Quality And Including Cost Of All Other Material, Labour, Tools & Plants Etc. Complete. 15 S / Fixing Of Double Action Floor Springs Including Cutting In Floors / Rcc Slabs And Grouting The Same With C.C. & Finishing The Surface Properly As And Where Required Under Aluminium Doors As Per Direction Of Engineer-In-Charge.Including Cost Of All Other Material, Labour, Tools & Plants Etc. Complete. 16 Supply And Fixing Of 32 Mm Thick Single Leaf Flush Door Shutter ( Boiled Water Resistance, Phenol Maldehide Resin Bonded, Hot Pressed Factory Made ) Commercial Quality To I.S.2202 Part-1 ( 1983 ) Isi Marked Including Fixing Of Wooden Cleats And Stoppers And Including Fixing And Adjustment Of Hinges, Bolts.Locks, Handles, Springs And Other Fittings But Excluding Their Supply Including All Materials, Labour & T&P Etc. Required For Proper Completion Of Work. 17 Supply And Fixing Brass Polished Hydraulic Door Closure Of Approved Make & Quality Its Fixing And Adjustment With The Help Of Screws, Nuts And Bolts Including Supply Of All Labour, T & P Etc. Required For Proper Completion Of The Work. 18 Supply And Fixing Anodized Aluminium Door Fittings Like 2 No 150 Mm Handles, 2 No 250 Mm Tower Bolt, 1 No Stopper And 1 No 12 Mm Belan Including All Materials, Labour & T&P Etc. Required For Proper Completion Of Work. 19 Supply And Fixing Anodized Aluminium Window Fittings Like 2 No 100 Mm Handles, 2 No 150 Mm Tower Bolt, 1 No Stopper Including All Materials, Labour & T&P Etc. Required For Proper Completion Of Work. 20 Supplying & Fixing 24 Gauge Annodized Aluminium Sheet Of Approved Quality Including Cutting, Wastage And Fixing The Same Over The Wooden Door Shutters With Nails With All Material, Labour And T&P 21 Mild Steel Or Iron Work In Heavy Sizes Such As Trusses Built Upgates, Door Frames, Record, Racks Roof Work Gates Etc. Wrought Torequired Form Including Holes Rivetting Or Welding Where Necessary And Also Fixing In Proper Position And Alignment Including Cost Of All Materials Supplied By Contractor. 22 Tmt / Tor Steel In Plain Work Such As Reinforced Concrete Orreinforced Brick Work ( When Not Included In An Over All Rates ) Wrought To Required Shape As Necessary Including Bending Forproper Completion Of The Work And Including Supply Of Steel Its Wastage, Bend, Hooks And Authorized Overlapping Shall Be Measured. ( Steel Shall Be Arranged By The Contractor ) 23 Supply And Fixing 24 B.W.G , G.C. Iron Sheet Roofing .Fixed In Position With J Or U Bolts 10 Mm. Dia With G.I. Limpet & Bitumen Washers Including Supply Of All Materials, Labour, Wastage. And T&P Etc. Required For Proper Completion Of The Work. 24 Supply And Painting Of 85 / 25 Grade Bitumen Paint Over Roof @ 1.7 Kg / Sq.M.And Spreading 6 Mm.Size Grit Over It @ 1 Cft / 100 Sq.Ft. Including Sweeping, Cleaning The Roof With Brush, Heating The Paint To Required Temterature And Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work. 25 12 Mm Thick Plaster With Cement Mortar Consisting Of One Part Of Cement & Three Part Of Coarse Sand ( 1:3 ) , Minimum Thickness Not To Be Less Then 10 Mm Including Supply Of All Materiallabour And T&P Etc For Proper Completion Of Work. 26 12 Mm Thick Plaster With Cement Mortar Consisting Of One Part Of Cement & Six Part Of Coarse Sand ( 1:6 ) , Minimum Thickness Not To Be Less Then 10 Mm Including Supply Of All Material, Labour And T&P Etc For Proper Completion Of Work. 27 S / Mixing Approved Water Proofing Compound ( Cico, Dr Fixit Etc ) In Cementmortar In Plaster Or Concrete Work In The Proportion As Recommended By The Manufacturer. 28 2.5 Cm Thick 1:2:4 Plain Cement Concrete Floor With Cement, Approved Coarse Sand & 2Cm Graded Approved Stone Ballast Laid In Panels Finished With 3Mm Floating Coat Of Neat Cement Or Cement And Marble Dust In Ratio Of 5:1 As Specifiedand Including 7.5 Cm Thick Base Concrete Consisting Of Cement, Coarse Sand And 4Cm Gauge I Class Brick Ballast In The Proportion Of 1:6:12 And Removing Any Overlapping Mortar At The Joints Of The Panels If Any And Giving Them A Uniform Finish Including Supply Of All Materials, Labour And T&P Etc, Required For Proper Completion Of The Work. 29 Same As In Item No 28 But For Without Base Cc 30 Supply And Laying 8 Mm Thickglazed Floor Tiles Of Somany, Johnson Or Equivalent Make, Of Size 300X300 Mm, Laid With1:3 Cement And Approved Coarse Sand Mortar Finished With Whitecement Slurry, Jointing And Polishing Complete, Including Supplyof All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work. 31 Supply And Laying 6 Mm Thickglazed Tiles Of Size 300X450 Mm In Skirting / Dado Laid With1:3 Cement And Approved Coarse Sand Mortar Finished With Whitecement Slurry, Jointing And Polishing Complete, Including Supplyof All Materials, Labour And T&P Etc. Completion Required For Proper Completion Of The Work. 32 Providing And Laying Floor Of 8 Mm Thick Vitrifiedtiles In Flooring Or Skirting Of Approved Brand ( Bell, Johnson Or Equi. Make ) Size Of 600X600 Mmof Approved Shade, Colour And Pattern , Laid Over Base Cement Mortar 1:4 Mix Including Finishing The Joints With White Cementmixed With Pigment To Match The Shade Of Tile Including Cost Of All Material, Labour And T&P Required For Proper Completion Of The Work. 33 Providing And Laying Of 8 Mm Thick Vitrified Floor Tiles Of Approved Brand ( Bell, Johnson Or Equi. Make ) In Size Of 600X600 Mm Of Approved Shade, Colour And Pattern As Approved By Engineer Incharge With Adhesive Of Approved Quality On Existing Smooth Floorincluding Cost Of All Material, Labour And T&P Required For Proper Completion Of The Work. 34 Providing And Laying Of 16 Mm Thick Granite ( Black / Brown ) Inflooring Or Skirting , Of Approved Shade, Colour, Size And Pattern , Laid Over Base Cement Mortar 1:4 Mix Including Finishing The Joints With White Cementmixed With Pigment To Match The Shade Of Granite Floor Including Cost Of All Material, Labour And T&P Required For Proper Completion Of The Work, As Per Direction Of Engineer Incharge. 35 Providing And Laying Of 16 Mm Thick Marble Stone In Flooring Or Skirting, Of Approved Shade, Colour, Size And Pattern , Laid Over Base Cement Mortar 1:4 Mix Including Finishing The Joints With White Cementmixed With Pigment To Match The Shade Of Granite Floor Including Cost Of All Material, Labour And T&P Required For Proper Completion Of The Work, As Per Direction Of Engineer Incharge. 36 Painting Or Varnishing New Iron Work In Small Areas Or New Woodwork With One Coat Of Ready Mixed Priming Paint And One Coat Ofapproved Superior Quality Ready Mix Paint Luxol Or Equivalentbrand Or Varnish Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work. Paint To Be Used Should Conform To The I.S. 103-1950. 37 As In Item 36 Above But For Every Coat After First Coat. 38 As In Item 36 Above But For Every Coat On Previously Paintedold Wood Or Iron Work Including Its Sand Papering, Rubbing Andcleaning As Required, For Proper Completion Of Work. 39 One Priming Coat And One Coat Oil Bound Distemper On New Work Includingsupply Of All Materials, Labour And T&P Etc. Required For Propercompletion Of The Work. 40 As In Item 39 But For Every Coat After The First Coat. 41 As In Item 39 But For Every Coat On Previously Old Oil Bound Distemper Surface. 42 Applying Birla Or Equivalent Putty On New Interior Or Exterior Surface Over One Coat Of Water Based Cement Primer Of Ici Or Equivalent Brand For Smoothening And Levelling Of The Surface As Per Requirement And Direction Of Engineer I / C Including Cost Of All Material, Labour, T & P Etc Required For Proper Completion Of Work. 43 Applying Birla Putty Or Equivalent Putty On Previousaly Bila Putty Smoothen Surface Over One Cost Of Water Base Cement Primer Of Ici Or Equivalent Brand For Smoothining And Leveling Of The Surface As Per Requirement And Direction Of E / I Including Cost Of All Material , Labour And T&P Required For Proper Completion Of Work. 44 Painting One Coat With Apex Or Equivalent Brand Weather Coat Paint On New Wall Surfaces ( Well Prepared With Birla Putty And One Coat Of Primer Ici Or Equivalent Which Shall Be Paid Separately ) Including Through Washing With Water Including Cost Of All Materials, Labour, T&P Required For Proper Completion Of Work. 45 Same As In Item No 13.22 Above But For Every Coat Of Additional Apex Or Equivalent Brand Weather Coat Paint . 46 Same As In Item 13.22 But For Each Coat Ofapex Or Equivalent Brand Weather Coat Paint .On Previously Treated Surface. 47 Painting One Coat With Acrylic Emulsion Paint Of Berger / Asian / Ici Or Equivalent Paint ( Paint And Water In The Ratio 1:1 By Volume ) Over Prepared And Primed Surface Of Cement Concrete, Cement Plaster And Bricks Including All Labour, Material And T&P Etc Required For Proper Completion Of The Work, ( Preparation Of Base With Birla Putty Etc. And A Coating Of Primer Shall Be Paid Extra ) . 48 Same As Above In Item No-47 But For Every Coat After First Coat Of Acrylic Emulsion Paint Of Berger / Asian / Ici Or Equivalent Paint. 49 Same As Above In Item No. 47 But One Coat Of Acrylic Emulsion Paint Of Berger / Asian / Ici Or Equivalent Paint On Previously Painted Surface. 50 Spirit Polish Over New Wood Work After Rubbing Down The Surface, Withsand Paper To Give Smooth And Shining Surface Including Cost Ofall Materials, Labour, T&P Required For Proper Completion Of Thework. 51 Dismantling Brick Work Or Stone Work In Lime Or Cement Mortar Andincluding Stacking Of Materials As Directed By Theengineer-In-Charge Within A Distance Of 60 Metres. 52 Dismantling Cement Concrete Or Brick Or Granolithic Floorsincluding Base Concrete And Including Stacking Of Dismantledmaterials As Directed By The Engineer In-Charge Within A Distanceof 60 Metres. 53 Dismantling Existing Plaster Including Disposal Of Refuse Asdirected By The Engineer-I / C Within A Distance Of 60 M. 54 Scrapping Old White Or Colour Wash Or Distemper Including Disposal Of Refuseas Directed By The Engineer-I / C Within A Distance Of 60 M. 55 Repair To Plaster Or Pointing In Patches Including Removal Of Old Plaster Racking Out Joints To 1 Cm. ( 3 / 8 ) Depth, Watering The Area And Then Replastering Or Reappointing With The Same Mortar Or Proportion Of Mortar As The Existing Surface Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work . 56 Repair To 2.5 Cm ( 1 ) Cement Concrete Floor In Patches Including Up To 10 Cm. ( 4 ) Depth Renewing 8 Cm. ( 3 ) Base Concrete Consisting Of One Part Cement, 4 Parts Aproved Coarse Sand And 8 Parts Of 4 Cm. ( 1.5 ) Gauge Brick Ballast As In C.C.Floor Consisting Of One Part Cement 2 Parts Approved Coarse Sand And 4 Parts Approved Stone Grit Including Supply Of All Materials.Labour And T&P Etc. Required For Proper Completion Of The Work. 57 Renewing Panes Of 4.00 Mm Glass Including Supply Of Glass With Putty And Brads Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work. ( A ) Glass Of 5 Mm Thick. 58 Disposal Of Rubbish / Debris Out Side The Uppcl Area As Per Direction Of Er / In- Charge Including Cartage, Labour And Materials, T&P Etc. Required For Proper Completion Of The Work. ( No. Deduction For Voids Shall Be Made ) . 59 Supply And Replacing Of Following Chromium Polished Iron Fittings Including Cost Of Nuts, Bolts Etc.Complete. 60 L Drops 16 Mm Dia X 300 Long. 61 Tower Bolts 10 Mm Dia X 250 Mm Long. 62 Tower Bolts 10 Mm Dia X 100 Mm Long. 63 Iron Hinges 100 Mm Size.12 Gauge.Thick 64 Iron Door Spring. 65 M.S.Handles 100 Mm Size 66 M.S. Chain Kunda. 67 L-Drop 16 Mm Dia X 200 Mm Long. 68 Cleaning And Opening Of Chocked W.C. / Bath / Kithchen Pipe Line Including Opening And Refixing Of Chamber Cover Including Washing Etc. Complete. ( Analysis Based On Nbo - 11 25.020. 69 Opening, Cleaning, Overhauling, Oiling And Greasing Of Defective Rolling Shutter And Also Re Setting Of Its Springs For Its Smooth Functioning Including Cost Of All Materials, Labour And T&P Etc. ( Approx. Size Of Shutter 2X2.5 ) 70 Polishing Of Marble Floor By Cleaning With Carborandum Stone After Washing With Tartre Cleaning Powder Etc. And Finally With French Mansion Polish Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work. 71 Removal Of Old And Damaged Sunfilm From The Glass Panes Of Doorand Window Shutters, Including Removal Of Glue Completely Andcarefully By Scraping Or By Any Means Including Cost Of Allmaterials, Labour T&P Etc. Required For Proper Completion Of Thework. 72 Providing And Fixing Sun-Film Of Gareware Or Equivalent Make Onglass Panes Of Door And Window Shutters Including Cost Of Allmaterials, Labour And T&P Etc. Required For Proper Completion Ofthe Work. 73 Supply And Plantation Of Approved 2 Years Old Plants Duly Plantedin Earthen Gamla Of Approximate Size 300X 300 Mm Nominal Size, Filled With Compost Manure And Sand Mixed In Approved Proportionincluding Cost Of Approved Quality Earthen Gamla, Compost Manure, Sand All Other Materials, Labour And T&P Etc Reqd. For Proper Completion Of Work. 74 As In Item No 23.08 Above But In Mosaic Gamla. 75 Supply And Planting Seasonal Flower Plants Such As Genda, Rose, Ostar, Flox, Guldawadi, Gulmehndi, Cochia Etc. Including Digging Hole Of Proper Size, Manure And Treatment With Proper Chemical Etc., Including Cost Of Fertilizer, Manure, All Materials, Labour And T&P Etc Complete In Allrespects. 76 Providing And Fixing 15 Mm Dia B-Class Jindal, Jtc, Isi Marked G.I. Pipes Complete With Special Such As Bend, Tee, Socket, Cross, Clamp Etc Earth Work Including Filling The Trenches Etc Required For Proper Completion Of The Work. The Rate Also Includes Concealed Gi Fitting Where Required, Cutting And Making Good The Walls Etc And All Materials, Labour And T&P Complete. 77 Same As Above But For 20 Mm Dia. 78 Same As Above But For 25 Mm Dia. 79 Same As Above But For 80 Mm Dia. 80 Providing And Fixing Full Way 15Mm Dia G.M. Gate Valvewith Wheel, Isi Mark Heavy Quality Including Supply Of All Materials, Labour And T&P Required For Proper Completion Of Work. 81 Gm Full Way Gate Valve 20 Mm Dia. 82 Gm Full Way Gate Valve 25 Mm Dia. 83 Providing And Fixing Cp Brass Bib Cock15 Mm Dia. Heavy Quality ( 400Gm ) ( L & K And Equi. ) Fittings, Isi Mark Heavy Quality Including Supply Of All Materials, Labour And T&P Required For Proper Completion Of Work. 84 Cp Brassstop Cock 15 Mm Dia. Heavy Quality ( 400Gm ) ( L & K And Equi. ) 85 Cp Brass Angle Valve Heavy Quality ( L&K Or Equi. ) 86 Providing And Fixing Of 110 Mm Dia Pvc Pipe 6 Kg / Sq.Cm Forwith Special Such As Tee, Bend, Socket, Elbow Etc Including Supply Of All Labour, Material, T & P Etc Complete Required For Proper Completion Of Work. 87 Providing And Fixing First Quality White Glazed Orissa Pattern W.C.Pan Hindustan, Cera Make. Size 580 Mm. ( Hindustan, Cera Make ) With Out P Trapincluding Supply Of All Materials, Labour And T&P Etc.Complete. 88 Providing And Fixing Plastic Seat Covercomplete With Plastic Lid For European Type Wc Isi Markedincluding Supply Of All Materials, Labour And T&P Etc.Complete. 89 Providing And Fixing 600 Mm X 450 Mm Beveled Edge Mirror Of Atul, Kiran Makeglass With Indian Polish 6.50 Mm Thick Complete With Back Of 600 Mm X 450 Mm X 6 Mm Hard Board Sheet Fixed To Wooden Cieats With C.P. Brass Screws And Washers Including Supply Of All Materials, Labour And T&P Etc.Required For Proper Completion Of The Work. 90 Providing And Fixing Soap Dish Chromium Plated With Brackets Fixed To Wooden Cleats With Brass Screws Including Supply Of All Materials, Labour And T&P Etc.Required For Proper Completion Of The Work. 91 Supply And Fixing Pvc Nahani Trap India Make Of Heavy Approved Quality Complete With Ci Grating, Includingsupply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work. 92 Providing And Fixing 100 Mm Dia Pvc P Or S Trap Including Cement Concrete And All Materials, Labour Cartage T&P Etc.Required For Proper Completion Of The Work. ( For W.C. ) 93 Providing And Fixing Stainless Steel Sink 610X450x200 Mm Heavy Quality ( Isi Marked ) Includingall Materials, Labour Cartage T&P Etc.Required For Proper Completion Of The Work. 94 Providing And Laying 110Mm Swr, Pvc ( Finolex Or Equivalent ) Pipe Including Cost Of Excavation, C.C Etc Including Its Jointing And Connection, All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work. 95 Providing And Fixing 110 Mm Swr, Pvc ( Finolex Or Equivalent ) Bends Including Cost Of All Materials, Labour And T&P Etcrequired For Proper Completion Of The Work. 96 Providing And Fixing 110 Mm Swr, Pvc ( Finolex Or Equivalent ) Trapincluding Cost Of All Materials, Labour And T&P Etcrequired For Proper Completion Of The Work. 97 Providing And Fixing 110 Mm Swr, Pvc ( Finolex Or Equivalent ) Socket Including Cost Of All Materials, Labour And T&P Etcrequired For Proper Completion Of The Work. 98 Providing And Fixing 110 Mm Swr, Pvc ( Finolex Or Equivalent ) Plain Tee Including Cost Of All Materials, Labour And T&P Etc Required For Proper Completion Of The Work. 99 Providing And Fixing 110 Mm Swr, Pvc ( Finolex Or Equivalent ) Door Tee Including Cost Of All Materials, Labour And T&P Etc Required For Proper Completion Of The Work. 100 Applying Two Coat Tapcrete Mixed With White Cement And Water To Proper Consistany On Leaky Surface Including Supply Of Allmaterials, Labour Etc. Required For Proper Completion Of Work. 101 Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills, Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing To Edges To Give High Gloss Finish Etc. Complete At All Levels. Raj Nagar Plain White Marble / Udaipur Green Marble / Zebra Black Marble. Area Of Slab Upto 0.50 Sqm. 102 Providing Edge Moulding To 18 Mm Thick Marble Stone Counters, Vanities Etc., Including Machine Polishing To Edge To Give High Gloss Finish Etc. Complete As Per Design Approved By Engineer-In-Charge. Granite Work 103 Providing And Laying Water Proofing Treatment In Sunken Portion Of Wcs, Bathroom Etc., By Applying Cement Slurry Mixed With Water Proofing Cement Compound Consisting Of Applying : ( A ) First Layer Of Slurry Of Cement @ 0.488 Kg / Sqm Mixed With Water Proofing Cement Compound @ 0.253 Kg / Sqm. This Layer Will Be Allowed To Air Cure For 4 Hours. ( B ) Second Layer Of Slurry Of Cement @ 0.242 Kg / Sqm Mixed With Water Proofing Cement Compound @ 0.126 Kg / Sqm. This Layer Will Be Allowed To Air Cure For 4 Hours Followed With Water Curing For 48 Hours. The Rate Includes Preparation Of Surface, Treatment And Sealing Of All Joints, Corners, Junctions Of Pipes And Masonry With Polymer Mixed Slurry. 104 Providing And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As Per The Architectural Drawings And The Directions Of Engineer-In-Charge . ( Cost Of Aluminium Snap Beading Shall Be Paid In Basic Item ) : With Float Glass Panes Of 4.00 Mm Thickness. 105 Providing And Fixing Stainless Steel ( Grade 304 ) Railing Made Of Hollow Tubes, Channels, Plates Etc., Including Welding, Grinding, Buffing, Polishing And Making Curvature ( Wherever Required ) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Complete, I / C Fixing The Railing With Necessary Accessories & Stainless Steel Dash Fasteners , Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer-Incharge, ( For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc. ) . 106 Providing And Fixing False Ceiling At All Heights With Integral Densifiedr Armstrong False Ceiling Tiles Of Size 595X595 X12 Mm Of Approved Texture, Design And Patterns Having Nrc ( Noise Reduction Coefficient ) Of 0.50 ( Minimum ) As Per Is 8225:1987, Light Reflectance Of 85% ( Minimum ) . Non Combustible As Per Bs:476 ( Part-4 ) , Fire Performance As Perbs:476 ( Part 6 &7 ) , Humidity Resistance Of 100%, Thermal Conductivity < 0.043 W / M K As Per Astm 518:1991, In True Horizontal Level Suspended On Interlocking Metal Powder Coated T-Grid Of Hot Dipped Galvanised Iron Section Of 0.40 Mm Thick On Silhouette Profile, Rotary Stiched Double Webbed White With 6 Sub Head : 26- New Technologies And Materials 1632 Mm Reveal Profilewhite / Black ) , Comprising Of Main-T Runners Of Size 15X42 Mm Of Length 3000 Mm, Cross - T Of Size 15X42 Mm Of Length 1200 Mm And Secondary Intermediate Cross-T Of Size 15X42 Mm Of Length 600Mm To Form Grid Module Of Size 600 X 600 Mm, Suspended From Ceiling Using Galvanised Mild Steel Items ( Galvanizing @ 80 Grams Per Sqm ) I.E. 50 Mm Long, 8 Mm Outer Diameter M-6 Dash Fasteners, 6 Mm Dia Fully Threaded Hanger Rod Upto 1000 Mm Length And L-Shape Level Adjuster Of Size 85X25x2 Mm. Galvanised Iron Perimeter Wall Angle Of Size 22X19x0.40 Mm Of Length 3000 Mm To Be Fixed On Periphery Wall / Partition With The Help Of Plastic Rawl Plugs At 450 Mm Center To Center And 40Mm Long Dry Wall S.S Screws. The Work Shall Be Carried Out As Per Specifications, Drawing And As Per Directions Of The Engineer-In- Charge. 26.23.1 With 12 Mm Thick Armstrong Miniralfobre Sound Absorbing Sheet Including Cost Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work. 107 Providing And Fixingacp In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As Per The Architectural Drawings And The Directions Of Engineer-In-Charge . ( Cost Of Aluminium Snap Beading Shall Be Paid In Basic Item ) : With Acpof 4.0 Mm Thickness 108 Attending To Petty Maintenance Service Like Plumbingservice, Welder Service, Mansion Service And Carpenter Servicerequired As Below.Job Attending By One No.Lumber / Welder / Mason / Carpenter With Oneno. Helper Per Hour Or Part Of An Hour. 109 Supply And Fixing Of 8 Mm Table Top Glasswith Edge Polish All Respect As Approved By E / I. 110 Providing & Fixing Oflamination Both Side On Flush Door Complete With All Fittings ( Excluding Cost Of Door Lock & Door Closure ) , Etc All Complete All Complete As Per Drawing, Specification And Direction Of Engineer Incharge. 111 Providing , Making & Fixing 0.45 M Depth Wooden Cabinet As Per Drawing From Seasoned Wood Of19 Mm , 12Mm Comm Ply The Final Surface Of Both Side To Be Finished With 1Mm Thickmica Gorove To Be Painted Or Polished Includingcost Of All Fitting ( Ie Lock, Handle Etc ) , Materials, Labour And T&P Etcrequired For Proper Completion Of The Workapproveddesign By E / I. 112 Providing& Making& Fixing Of Wall Panneling As Per Drawing From Claded With 12Mm Water Proof & Fire Retardent Ply & Final Surface To Be Finised With 5.5 Mm Thickmdf & 1Mm Laminate Complete With Painted Or Polishedas Per The Approved Desin All Complete As Per Drawing, Specification And Direction As Approved By E / I . 113 Supply And Fixing Brass Polished 200 Mm Doorhandle Set With Lock Body Godrej Or Equivalent Makeits Fixing And Adjustment With The Help Of Screws, Nuts And Bolts Including Supply Of All Labour, T & P Etc. Required For Proper Completion Of The Work. 114 Providing And Laying Two Coats Of Pidifin 2K ( Pidilite Make ) As Per Manufacturer’S Including Supply Of All Materials, Labour And T & P Etc Required For Proper Completion Of Work. 115 Existing Old Damage Tile And Fixing Newfalse Ceiling With 12Mm Thick Arm Strong Fire Resistant Gyp Board False Ceiling System Of Approved Type Fixed To A Withrequired Hanger Including Supply Of All Materials, Labour And T & P Etc Required For Proper Completion Of Work 116 Supply And Fixing Of Concelled Cistern With Wall Mounting Frame & Instalation Kitmodel No Cib-31801011Xw-2400Ws With Control Plate Lemon Design Model No-Cis-Chr-31204190 Of Jaquar Make As Approved By E / I. The Work Includes Cost Of All Labour, Material T&P For Proper Completion Of Work 117 Supply And Fixing Of Concelled Cistern Control Plate Lemon Design Model No-Cis-Chr-31204190 Of Jaquar Make As Approved By E / I.The Work Includes Cost Of All Labour, Material T&P For Proper Completion Of Work . 118 Supply And Fixing Of Jet Spray Model No-Ahs-1557 Of Jaquar Make As Approved By E / I. The Work Includes Cost Of All Labour, Material T&P For Proper Completion Of Work . 119 Supply And Fixing Of Of Waste Coupling Of Make Model No-Ald-705L130of Jaquar Make Or Equivalent. Make As Approved By E / I. The Work Includes Cost Of All Labour, Material T&P For Proper Completion Of Work 120 Supply And Fixing Ofhealth Faucet Model No-Ald-Chr-565 With 1.00 Mtr Long Flexible Tube In Chrome Finish And Wall Hookof Jaquar Make Or Equivalent. Make As Approved By E / I. The Work Includes Cost Of All Labour, Material T&P For Proper Completion Of Work 121 Supply And Fixing Of Wall Hung Model No- Cns -951S Size-536X370x370 With Normal Closing Seat Cover With Rack Bolt ( Ss ) Model No-Zps -Sns-Rb-01 Of Jaquar Make Or Equivalent. Make As Approved By E / I. The Work Includes Cost Of All Labour, Material T&P For Proper Completion Of Work 122 Supply And Fixing Of Two Way Bib Cock With Wall Flange Model Noopp-15041Pm Of Jaquar Make Or Equivalent. Make As Approved By E / I. The Work Includes Cost Of All Labour, Material T&P For Proper Completion Of Work 123 Supply And Fixing Of Prismatic Wall Mounted Basin Trap ( Auto Closed ) With Wall Flange For Model No-Ffl-1093 Of Jaguar Make Or Equivalent. Make As Approved By E / I. The Work Includes Cost Of All Labour, Material T&P For Proper Completion Of Work 124 Supply And Fixing Ofbib Cock With Wall Flange Model No-Opp-15037Pm Of Jaguar Make Or Equivalent. Make As Approved By E / I. The Work Includes Cost Of All Labour, Material T&P For Proper Completion Of Work . 125 Supply And Fixing Ofrack Bolt For Wc Model No-Zps-Sns-Rb01 Of Jaquar Make As Approved By E / I. The Work Includes Cost Of All Labour, Material T&P For Proper Completion Of Work . 126 Supply And Fixing Of Wax Seal Model No-Zps-Wht-1401 Of Jaquar Make As Approved By E / I. The Work Includes Cost Of All Labour, Material T&P For Proper Completion Of Work . 127 Supply And Fixing Of Solenoid Valve Model No-Zsn-Chr-032 Of Jaquar Make As Approved By E / I. The Work Includes Cost Of All Labour, Material T&P For Proper Completion Of Work . 128 Supply And Fixing Of Cistren Base Plate Model No- Zmp - Chr-003 Of Jaquar Make As Approved By E / I. The Work Includes Cost Of All Labour, Material T&P For Proper Completion Of Work . 129 Supply And Fixing Of Cistren Wall Cock Model No- Zmp - Chr-002 Of Jaquar Make As Approved By E / I. The Work Includes Cost Of All Labour, Material T&P For Proper Completion Of Work . 130 Supply And Fixing Of Cistren Syphon Model No- Zmp - Chr-001 Of Jaquar Make As Approved By E / I. The Work Includes Cost Of All Labour, Material T&P For Proper Completion Of Work . 131 Supply And Fixing Of Conector Pipe Model No- Zps-Wht-Cp01 Of Jaquar Make As Approved By E / I. The Work Includes Cost Of All Labour, Material T&P For Proper Completion Of Work . 132 Supply And Fixing Of Brass Inlet Fixing Model No- Zps-Brc-5007Of Jaquar Make As Approved By E / I. The Work Includes Cost Of All Labour, Material T&P For Proper Completion Of Work . 133 Supply And Fixing Of Rubber Gasket Inlet Model No- Zps-Blk-1403 Of Jaquar Make As Approved By E / I. The Work Includes Cost Of All Labour, Material T&P For Proper Completion Of Work . 134 Supply And Fixing Of Press Matic Button With Spendlemodel No-Zms-Chr-427 Of Jaquar Make As Approved By E / I. The Work Includes Cost Of All Labour, Material T&P For Proper Completion Of Work . 135 Supply And Fixing Of Sencer For Urinal Of Jaquar Make As Approved By E / I. The Work Includes Cost Of All Labour, Material T&P For Proper Completion Of Work. 136 Supply And Fixing Of Sencer Urinal Battry The Work Includes Cost Of All Labour, Material T&P For Proper Completion Of Work . 137 Providing & Making & Fixing Of Wall Pannelingas On Damaged Surface The Surface Cladded With 6Mm Water Proof & Fire Retardent Ply Fitted With The Help Of Nails Sulution On Wall Surfaceas Per The Approveddesign All Complete As Per Drawing, Specification And Directionas Approved By The Architect / Engineer -In-Charge. 138 Repairing Of12 Mm Toughned Glass Door With All Hardwareas Per Design With Edge Polish M / C Top & Bottom Pivot And Bottom Lockwith Handle All Complete As Per Drawing, Specification And Directionas Approved By The Architect / Engineer -In-Charge. 139 Supply Of Mar Keen Cloth For Binding File Required For Proper Completion Of The Work. 140 Supply Of Labor For Binding File And Sifting File And Furniture Required For Proper Completion Of The Work. 141 Repairng Ofold Cushioned Single Seater Sofa Of Sb Extn Building, Removing Of Old Damage Upholstery Then Wooden Frame Repairing And Re-Polishing, Upholstery Of New 75 Mm Thick Sleepwell Foam 32 Denstry On Seat And Back Side Of Sofa Using 50 Mm Thick Sleepwell Foam 32 Denstry, Approved. The Work Include Cost Of All Labour, Material T&P Required For Proper Completion Of Work. 142 Repairing Of Wooden Cabinet Door Fitted At Diffrent Cabin .Door Made With 19 Mm Swastik Board Then Proper Fiinsh With The Help Of 1Mm Thick Laminate After Then One No Lock And One No Handle Fitted In Cupboard , The Work Include Cost Of All Labour, Material T&P Required For Proper Completion Of Work. 143 Repairing Ofof Executive Office Computer Work Station Cum Work Table Of Size-1500X900x750 In Diffrent Room Of Shakti Bhawan Extn. Building. Top Surface Finished With Approved Quality 1 Mm Sunmica Laminate And Intirior Faces Finished With 10X20 Mm Thick Sprit Polish Teak Wood Beading. . Onenumber Lockable Drawersone Lockable Cupboard 400Mm Wide Finished With1 Mm Sunmica Laminate F .One No Lock And One No Handle Fitted In Drawer And Cupboard . & Back Side Covered..The Work Include Cost Of All Labour, Material T&P Required For Proper Completion Of Work. 144 Providing And Fixing Superior, Approved Quality Cotton Curtain Height Approximately 2.65Mtr Upper Side Margin 0.05Mtr, Lower Side Margin 0.02 Mtr, Upper Side Margin Fitted Proper Tape For Hanging Curtain With The Help Of Hooks And Rings At Diffrent Cabinof Shakti Bhawan Extn, Lucknow As Per Direction Of Engineer In Charge. The Work Includes Cost Ofall Labour, Material And T&P Etc. 145 Repairing Of Old Cushioned Officer Chair At Sb Extn Building, Removing Of Old Damage Upholstery Then Wooden Frame Repairing And Re-Polishing, Upholstery Of New 75 Mm Thick Sleepwell Foam 32 Denstry On Seat And Back Side Of Chair Using 50 Mm Thick Sleepwell Foam 32 Denstry, The Work Includes Cost Ofall Labour, Material And T&P Etc. 146 Providing & Fixing Of Roller Blinds Of Approved Shade As Per Drawing & Specificationas Approved By The Architect / Engineer -In-Charge. 147 Replacing Of Old Steel Almirah Damage Handle With New One Of Chrome Plated Handle As Approve By Engineer-In-Charge. 148 Replacing Of Old Damage Lock With New One Of Approved Quality For Suitable Fixing In Almirah As Approved By Engineer-In Charge. 149 Replacing Of Old Damage Lock Plate With New One As Directed By Engineer-In-Charge. 150 Replacement And Fitting Of Toughned Door Lockwith New One .Corner Patch Lock Ozone Make Model No-Opl-1Estdsss The Work Includes Cost Ofall Labour, Material And T&P Etc. 151 Replacement And Fitting Of Toughned Door Bottom Patch Or Top Patch With New One .Corner Patch Lock Ozone Make Model No-Osspf-3Estdsss The Work Includes Cost Ofall Labour, Material And T&P Etc. 152 Repairing Of Revolving Chair In Commeti Room With The Help Of Repacement Hydrolic , Base Plate Etc Including Cost Of All Material, Labour T&P Required For Proper Completion Of The Work . 153 Repairing And Weaving Of Wooden Chair In S.B Extn Building .Repairing And Weaving Of Wooden Chair Back And Base .The Work Include Cost Of All Labour, Material T&P Required For Proper Completion Of Work.